Anholt/Djursland Offshore Wind Farm Geotechnical ...Ramboll Wind has on behalf of Energinet.dk contracted GEO (Danish Geotechnical Insti-tute) to conduct the geotechnical site investigations

GEO project no 32490Report 2, 2009-08-26 Anholt/Djursland Ofshore Wind Farm

GEO

Maglebjergvej 1

DK-2800 Kgs. Lyngby

Tel: +45 4588 4444

Fax: +45 4588 1240

[email protected]

www.geo.dk

CVR-no: 59781812

Anholt/Djursland Offshore Wind FarmGeotechnical InvestigationsCable CorridorsGeotechnical Report – CPT tests and vibrocores

GEO project no 32490Report 2, 2009-08-26

Summary

Ramboll Wind has on behalf of Energinet.dk contracted GEO (Danish Geotechnical Insti-

tute) to conduct the geotechnical site investigations at the planned offshore wind farm

between Anholt and Djursland.

The Anholt/Djursland Offshore Wind Farm worksite is located approximately 20 km off

the coast of Djursland, north-east of the town Grenaa. The exact location of the farm is

not yet established and several options are being assessed. The Anholt/Djursland Off-

shore Wind farm is planned as a 400 MW farm.

Power produced by the Wind Farm will be distributed via an approx. 20 km sea cable

going to the shore of Djursland. The exact location of the cable is not yet established and

therefore two options “Gjerrild Strand” and “Grenaa Nord” are being assessed.

The boring campaign in the wind farm area includes in total 7 boreholes to 40 metre

below seabed. In addition to the sampling, in-situ testing (CPT tests) were carried out in

the boreholes. Investigation of assumed deep gas was also included for a single location

(BH08) in the scope of work.

For the cable corridors a total of 21 CPT tests and 21 vibrocores were executed. Both

CPTs and vibrocores were planned to penetrate to 3 m below seabed.

All samples and cores from the boreholes and vibrocores have been geological described

onshore. Classification-, chemical- and strength tests have been executed on selected

samples.

This Report 2 summarizes the field- and laboratory work for the cable corridors

and gives a general description of the geological and geotechnical variations

along the corridors.

GEO project no 32490Report 2, 2009-08-26 Anholt/Djursland Ofshore Wind Farm 2/15

Prepared for

Energinet.dk

Tonne Kjærsvej 65

7000 Fredericia

Prepared by

Lars Rasmussen, +45 45204179, [email protected] and

Controlled by

Jens Brink Clausen, +45 4520 4184, [email protected]

Contents

1 INTRODUCTION AND SCOPE OF REPORT.................................................... 4

1.1 Project and site location .................................................................. 4

1.2 Geotechnical reporting under the contract .......................................... 5

1.3 Content of this report ...................................................................... 5

2 FIELD OPERATIONS ................................................................................ 5

2.1 General ......................................................................................... 5

2.2 Marine equipment........................................................................... 6

2.3 Vibrocore equipment and procedures................................................. 6

2.4 CPT equipment and procedures ........................................................ 7

2.5 Comments to field work................................................................... 7

2.6 Navigation and positioning ............................................................... 8

2.6.1 Datum and coordinate system:................................................. 8

2.6.2 Equipment and procedures: ..................................................... 8

3 Geological descriptions and logs................................................................ 8

4 LABORATORY WORK ............................................................................... 8

4.1 Testing program and standards ........................................................ 8

4.2 Soil Tests ...................................................................................... 9

4.2.1 Natural moisture content ......................................................... 9

4.2.2 Liquid and plastic limit............................................................. 9

4.2.3 Particle size analysis ............................................................... 9

4.2.4 Organic content.....................................................................10

4.2.5 Carbonate content .................................................................10

4.2.6 Thermal conductivity tests ......................................................10

4.3 Comments to laboratory work .........................................................10

5 Measured CPT data ................................................................................10

6 Inferred CPT data ..................................................................................11

6.1 General ........................................................................................11

6.2 Interpretation of soil types..............................................................11

6.3 Strength Parameters ......................................................................12

6.3.1 Undrained Shear strength:......................................................12

6.3.2 Angle of internal friction: ........................................................12

7 DESCRIPTION OF GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICSENCOUNTED........................................................................................13

7.1 Geological characteristics................................................................13

7.2 Geotechnical characteristics ............................................................13

8 REFERENCES.........................................................................................15


Enclosures:

2A.00 Detailed location plan

2B.01 Summary – CPT tests

2B.02 Summary – Vibrocores

2B.03 Summary - Soil Classification Tests

2B.04 Summary – Daily Progress Reports

2C.00 Legend and Abbreviations

2D.01 - 2D.21 Vibrocore logs

2E.01 - 2E.21 CPT Profiles with qc, fs, u and Rf

2F.01 - 2F.21 CPT Profiles qt, ft, Bq,Rft, Qt, Fr, , Dr and cu

2G.01 - 2G.20 Particle Size Distribution Curves

2H.01 – 2H.07 Thermal Conductivity Tests

Appendices:

2.I Datasheet – Merete Chris

2.II Datasheet - CPT Equipment and Cone Calibration Data

2.III Datasheet - Vibrocore Equipment


1 INTRODUCTION AND SCOPE OF REPORT

1.1 Project and site location

On the instruction and under the supervision of Rambøll, acting on behalf of Energinet.dk

a geotechnical investigation has been carried out by GEO at the location for the planned

Anholt/Djursland Offshore Wind Farm.

The Anholt/Djursland Offshore Wind Farm is planned as a 400 MW farm. The exact loca-

tion of the farm is not yet established and several options are being assessed. The over-

all worksite is located approximately 20 km off the coast of Djursland, north-east of the

town Grenaa. The worksite is depicted (orange area) in Figure 1.1 and measures ap-

proximately 144 km2. The water depth across the site generally ranges between 14 and

20 m.

Figure. 1.1 Location of Anholt/Djursland Offshore Wind Farm

Power produced by the Wind Farm will be distributed via an approx. 20 km sea cable

going to the shore of Djursland. The exact location of the cable is not yet established and

therefore two cable corridors are being assessed, a northern alignment, Gjerrild Strand

and a southern alignment, Grenaa Nord.

The purpose of the geotechnical investigation is to gather adequate geological and geo-

technical data for a preliminary technical assessment of the conditions for cable laying.

The geotechnical investigation follows a geophysical campaign and the vibrocore and CPT

locations have been selected by the Client based on the results of this survey.


1.2 Geotechnical reporting under the contract

The performed geotechnical works for the Anholt/Djursland project are presented in to-

tally 2 reports. The overall content of the 2 reports are:

Report 1: Wind Farm Area - Geotechnical Report – Boreholes (borehole logs, CPT

profiles, laboratory results, soil conditions, summaries of work completed

etc.).

Report 2: Cable Corridors – Geotechnical Report – CPT tests and vibrocores (vibro-

core logs, CPT profiles, laboratory results, soil conditions, summaries of

work completed etc.).

Report 3, which describes consolidation tests, is in progress.

1.3 Content of this report

This Report 2 includes factual field data and laboratory data and a interpretation of data

from the vibrocores and CPTs performed for the two cable corridors.

2 FIELD OPERATIONS

2.1 General

The offshore geotechnical fieldwork was performed from the vessel Merete Chris.

Merete Chris was engaged between 26 May and 08 June, 2009. The operations were

conducted on 12-hours basis. A summary of Daily Progress Reports is given in Enclosure

2B.04.

The following activities were carried out:

21 Nos. seabed deployed Piezocone Penetration Tests (PCPT)

21 Nos. vibrocores

All test locations are shown on the location plan, Enclosure 2A.01 and listed on the

summary sheets, Enclosures 2B.01 and 2B.02.


Figure 2.1 Schematic layout. Cable Corridors and test locations

2.2 Marine equipment

Merete Chris is a dredger vessel used for different marine works. The vessel has an

overall length of 42.2 m and draught of 2.4 m and is equipped with a 530 HP main en-

gine. On the vessel is installed a Senneborgen 640 R-HD 50 crane, which was used for

handling the CPT and vibrocore equipment. The vessel was sub-contracted through Peter

Madsen Rederi A/S in Denmark. The detailed data for the vessel is given in Appendix 2.I.

2.3 Vibrocore equipment and procedures

The vibrocores have been carried out from Merete Chris using the high-frequency vibro-

core rig, Geo-Corer 3000. The rig is equipped with a sampler consisting of an open tube

with anti flow-back valve, 3 m long, with a PVC 110/105 mm liner. The system descrip-

tion and technical data are included in Appendix 2.III.

The vibrocorer was operated using the crane on the vessel. A sample tube 3 m long was

then vibrated into the seabed under observation of the penetration depth and speed. The

crane recovered the equipment from the seabed to the deck, where the liner with sample

was removed from the sample tube. The vibrocores were planned to penetrate to maxi-


mum 3 m below seabed. The actual penetration depth was measured with a counter,

mounted on the vibrocore rig.

The sample was cut into sections of approx. 1 m length. On each top-end of the sample

section a preliminary soil description has been performed. Each section was then sealed

with end caps and PVC tape. All samples were shipped onshore to GEOs laboratory for

geological description and testing.

All data from the fieldwork (penetration depth, core length, core recovery, record of col-

lected samples) are given in the Summary – Vibrocores and on the vibrocore logs, Enclo-

sures 2D.01 – 2D.21

2.4 CPT equipment and procedures

Piezo Cone Penetration Tests (PCPTs) have been carried out from Merethe Chris using

GEO's seabed CPT-rig “GeoLight”. A general description and technical specification for

the GeoLight is presented in Appendix 2.II.

All the CPTs were planned to penetrate to maximum 3,0 m depths below seabed.

The penetration depths, coordinates, seabed levels and stop reasons for each test are

listed in Summary – CPT tests, Enclosure 2B.01.

The overall GeoLight system dimensions are; base plate 1.6 x 1.6, height 1.6 m with a

ballast of approximately 5 ton providing 30 kN thrust at seabed.

The CPT’s were conducted in accordance with the ISOPT1 (1988), ref /3/. Tip resistance,

sleeve friction, pore water pressure (single filter located just behind the cone tip) and

inclination of the cone were recorded during each test. The cones used were of the stan-

dard Van den Berg 60-degree type with cross sectional areas of 10 cm². The cone ge-

ometry, filter and sleeve diameter, joint-widths and rods were in agreement with the

ISOPT1 recommendations.

All cones were calibrated in accordance with the contract specification and GEO proce-

dures. The cone calibration data are enclosed in Appendix 2.II.

2.5 Comments to field work

On location SYD_VIB01 it was not possible to penetrate deeper than 1,0 m with the vi-

brocore rig due to the present of soft rock (limestone). The CPT test at the location was

also stopped after approx. 1 m penetration and the cone (080917) was damaged. A reat-

tempt (SYD_CPT01B) was performed to substitute the failed test.


2.6 Navigation and positioning

2.6.1 Datum and coordinate system:

Co-ordinates for all positions are given according to WGS84, UTM Zone 32.

All depths refer to DVR 90.

2.6.2 Equipment and procedures:

All positioning work have be based on the positioning system on Merete Chris. The sys-

tem is a PDS2000 via Trimble 5700 DGPS system. The key reference point is the GPS

antenna placed on the top of the crane boom (central above test positions).

To verify the accuracy of the positioning systems on board the Merethe Chris a position

check was performed during the mobilisation. The test performed is stored in GEOs pro-

ject files.

Water depths on the test positions have been established using a transducer on Geo-

Light. Seabed elevations have been established using the recorded water depths in con-

junction with sea levels recorded by the automatic water level gauges in Grenaa Habour.

The seabed elevations for the vibrocore has been assumed identical to the nearby CPT.

Positions and seabed elevations for the vibrocores and CPT tests are given in the Sum-

maries, Enclosure 2B.01 and 2B.02, vibrocore logs, Enclosure Nos. 2D.01 - 2D.21 and on

the CPT profiles, Enclosure Nos. 2E.01 - 2E.21 and Enclosure Nos. 2F.01 - 2F.21.

3 Geological descriptions and logs

All cores have been geologically described at GEOs laboratory in Lyngby. The geological

description follows the specifications in Bulletin No. 1 “A guide to engineering geological

soil description” from Danish Geotechnical Society (DGF), ref. /1/.

Soil encountered, stratification, soil classifications etc. in the individual vibrocore are

given on the vibrocore logs, Enclosure 2D.01 - 2D.21.

Legend and Abbreviations, used on the vibrocore logs is enclosed as Enclosure 2C.00.

4 LABORATORY WORK

4.1 Testing program and standards

All cores have been sent to GEOs laboratory in Lyngby for testing.

Prior to commencing the onshore tests, GEOs suggested program for laboratory testing

was commented on and accepted by Ramboll.


In Table 4.1 is listed the type of tests done on the project and standards used for the

individual tests:

Type of test Test standard

Natural moisture content EN1997-2:2005(E) - BS1377

Particle size analysis (sieve & hydrometer analysis) EN1997-2:2005(E) - BS1377

Atterberg limits (liquid limit, plastic limit and plastic-

ity index) – Falling Cone Method

EN1997-2:2005(E)

DS/CEN ISO/TS 17892-12

Unit weight EN1997-2:2005(E) - BS1377

Density of solid particles EN1997-2:2005(E) - BS1377

Density index of granular soils (emin/emax) Etc 5 - Draft

Carbonate content EN1997-2:2005(E) - BS1377

Loss on ignition (organic content) ASTM D2974

Thermal conductivity test ASTM D5334-92

Table 4.1 Reference to laboratory test standards

4.2 Soil Tests

4.2.1 Natural moisture content

Natural moisture content determination was made on regular intervals in cohesive for-

mations. Natural moisture content is also determined on all samples, where Atterberg

limits are determined.

The results of the natural moisture content determinations are given on the vibrocore

logs, Enclosure Nos. 2D.01 - 2D.21. Natural moisture content determinations are also

presented on the Summary - Soil Classification Tests, Enclosure 2B.03.

4.2.2 Liquid and plastic limit

Liquid and plastic limit determinations (Atterberg limits) were made on selected samples

in order to classify the plasticity of the materials.

The results of the determinations are given on the vibrocore logs, Enclosure Nos. 2D.01 -

2D.21 and are also presented on the Summary - Soil Classification Tests, Enclosure

2B.03.

4.2.3 Particle size analysis

Particle size analyses were undertaken on samples by sieving only or a combination of

sieving and sedimentation.

The detailed results from the sieve- and sedimentation tests are presented on the Parti-

cle Size Distribution Curves, Enclosure 2G.01-2G.20. The percentage of clay (< 0,002

mm) is also presented in the Summary - Soil Classification Tests, Enclosure 2B.03.


4.2.4 Organic content

Determination of the organic content of soil was done for selected soil samples.

The results of the organic content determinations are given on Summary - Soil Classifi-

cation Tests, Enclosure 2B.03.

4.2.5 Carbonate content

Determination of the calcium carbonate content was done on a number of the soil sam-

ples.

The results of the carbonate content determinations are given on Summary - Soil Classi-

fication Tests, Enclosure 2B.03 and on the vibrocore logs, Enclosure Nos. 2D.01 - 2D.21.

4.2.6 Thermal conductivity tests

This test method, which presents a procedure for determining the thermal conductivity of

soil and soft rock using a transient heat method, has been undertaken on totally 7 sam-

ples. All samples were located within the first metres below seabed.

The results of the conductivity tests are presented in Enclosure 2H.01 - 2H.07.

4.3 Comments to laboratory work

Laboratory tests have been performed as ordered in the extent possible. Due to local soil

variations within the core a few of the tests have been executed at slightly different

depths than planned.

Effort has been made to ensure that geological descriptions are in agreement with re-

sults of classification tests, following the guidelines of the standards. All classification

testing was carried out after the geological description, and descriptions of samples se-

lected for classification testing were then compared with test results and adjusted, if

necessary. Depending on a geological evaluation, descriptions of samples close to the

sample tested were sometimes also adjusted.

5 Measured CPT data

The results of all measured data by CPTs are presented on the CPT logs, Enclosure 2E.01

- 2E.21. Legend and definitions for the logs are presented in Enclosure 2C.00.

The following data are presented for each test:

1. Cone resistance, qc

2. Sleeve friction, fs

3. Pore water pressure, u

4. Friction ratio, Rf

An explanation of the abbreviations used in the processing is given below:


qc is the measured cone resistance. qc is shown as two curves; one corresponds

to a low range scale (e.g. 0-5 MPa) and one to a high range scale (e.g. 0-50

MPa)

fs is the measured sleeve friction

u is the pore water pressure (relative to seabed level)

Rf is the friction ratio. Friction ratio is the ratio between the measured sleeve

friction and the measured cone resistance i.e., Rf = (fs/qt)100 %

6 Inferred CPT data

6.1 General

The results of all inferred data from the CPTs are presented on the CPT Profiles, Enclo-

sure Nos. 2F.01 - 2F.21. Legend and definitions for the logs are presented in Enclosure

2C.00.

The following data are presented for each test:

1. Corrected cone resistance, qt

2. Corrected sleeve friction, ft

3. Corrected friction ratio, Rft

4. Pore pressure ratio, Bq

5. Normalised cone resistance, Qt

6. Fr = fs / (qt - vo)

7. The angle of internal friction

8. The undrained shear strength, cu

9. Relative density, Dr

An explanation of the abbreviations used in the processing is given below:

qt is the corrected cone resistance. The values are shown in two scales, 0-5

MPa and 0-50 MPa. The corrected cone resistance is defined by

uaqq ct )1( where a = 0.75

ft is the corrected sleeve friction

Rft is the corrected friction ratio. Friction ratio is the ratio between the meas-

ured sleeve friction and the corrected cone resistance i.e. where Rft = fs/qt

Bq is the pore pressure ratio.Zq

uuB

t

q

0 where = 20kN/m3

o u0 is the insitu, hydrostatic pore pressure (relative to seabed level)

Qt is the normalized cone resistance. The normalized cone resistance is defined

by Qt = (qt – vo) / ’vo where ’vo = effective vertical stress

Fr = fs / (qt - vo)

6.2 Interpretation of soil types

On basis of our general experience the interpretation of geotechnical soil types have

automatically been generated based on the model below:


Figure 6.1 Empirical geological model for Anholt/Djursland Wind farm

The automatically generated soil types are not adjusted later with information obtained

from the vibrocores, hence, the soil types included on the CPT profiles are based on the

CPT data alone.

Interpretations of soil types for the different locations are presented on the CPT Profiles,

Enclosure Nos. 2F.01 - 2F.21.

6.3 Strength Parameters

6.3.1 Undrained Shear strength:

The undrained shear strength have be determined from:

cu = (qt - vo)/Nkt

The undrained shear strength (cu) have be calculated by the cone factor values Nkt 10

and 20 representative of the actual soil (both values are shown on the enclosures).

The undrained shear strength (cu) presented is presented on the CPT Profiles, Enclosure

Nos. 2F.01 - 2F.21.

6.3.2 Angle of internal friction:

The angle of internal friction ’ is determined from the relative density (Dr) determined

from the CPT tests by the use of the expression:

rD'

where

= 0.14 and = 28.0 (Dr given in percent)

This equation yields the maximum value ’ = 42.0 for Dr = 100 %.

0.1

1

10

100

0 1 2 3 4 5 6 7 8

Friction ratio RfT (%)

Co

ne

tip

resis

tan

ce

qT

(MP

a)

III

CLAY

II

SAND/

SILT/

CLAY

I

SAND


The equation is based upon Figure 5.53 for uniform fine sand (Schmertmann, 1978) in

“Cone Penetration Testing in Geotechnical Practice”, ref. /2/.

The internal friction ’ is presented on the CPT Profiles, Enclosure Nos. 2F.01 - 2F.21.

Relative Density:

The relative density (Dr) is estimated by the below expression, valid for normally and

overconsolidated sands:

%100ln

1D

1'002

r

C

v

c

C

q

C where qc and ’vo is given in kPa

and C0 = 181, C1 = 0.55, C2 = 2.61

The equation is based upon Figure 5.47 in “Cone Penetration Testing in Geotechnical

Practice”, ref. /2/.

The relative density (Dr) is presented on the CPT Profiles, Enclosure Nos. 2F.01 - 2F.21.

7 DESCRIPTION OF GEOLOGICAL AND GEOTECHNICALCHARACTERISTICS ENCOUNTED

7.1 Geological characteristics

Overview of the geological soil types encountered along the cable route are listed in Ta-

ble 7.1.

Soil type Description Environment and age

Marine postglacial

sand

with shells and/or gravel Ma Pg

Marine postglacial

clay

Highly plastic, w %>60 Ma Pg

(Late-) glacial sand with silt, clay, iron sulphides, organ-

ic

MaMw LgGc

(Late-) glacial clay with laminae, iron sulphides, organ-

ic, gravel grains

MaMw LgGc

Limestone (Only posi-

tion SYD_VIB01)

Silty, sandy w. unhardened parts Ma? Da?

Table 7.1. Overview of geological soil types along cable corridors

7.2 Geotechnical characteristics

For each investigation point the test results (both laboratory and CPT tests) have been

listed and related to the corresponding geological soil type to form a “mini database” of

the geotechnical parameter variation. From this database typical values or ranges of the


geotechnical parameters have been identified and tabulated. The values extracted are

presented in Table 7.2.

For the limestone it has not been possible to establish typical values of the geotechnical

parameters since this formation is only found at the position SYD_VIB01.

The form of presentation is not a statistical work up of all data in each of the selected

point leading to determination of characteristic design values for each soil type, since

that work up is beyond the scope of this contract. The presentation is meant as guide to

get a quick overview of the geotechnical parameter variation for each geological soil type

to be used only for initial engineering purposes.

Geotechnical

characteristics

Geotechnical soil type

Marine

postglacial

sand

Marine

postglacial

clay

(Late-)

glacial

sand

(Late-) gla-

cial clay

Water content – w % na 45-75 na 15-35

Medium grain size -

d50

mm 0,10-0,30 0,009 –

0.025

0,18-0,28 0,003

Uniformity coef. – U 2-3

#1

na 4-6

#1

na

Clay fraction (0.002

mm)

% -14 23-32 3-9 42-59

Liquid limit – wL % na 54-84 na 39-55

Plastic limit - IP % na 30-51 na 24-32

Carbonate cont. –

Ca

% 0,8 4-14 na 13-32

qc (CPT) MPa 1 –3 1 1-2 1-2

Friction angle -

(Estimated by CPT)

Deg. 30-33

locally >42

na 28-39 na

Undrained shear

strength – cv

(Estimated by CPT)

kPa na 50-100 na 50-100

locally >400

Table 7.2. Soil types – Classification parameters and strength parameters

Notes:

#1: Higher U values recorded on some samples due to high gravel content


8 REFERENCES

/1/ Danish Geotechnical Society, May 1995, Revision 1, Bulletin No. 1 “A guide

to engineering geological soil description”.

/2/ Lunne, T., Robertson, P.K. & Powell, J.J.M. (1997). Cone penetration testing

in geotechnical practice. Blackie Academic & Professional, London

/3/ Penetration testing, 1988. Proceedings of the First International

Symposium on Penetration Testing, ISOPT-1, Orlando

Enclosure 2A.00Detailed Location Plan

Maglebjergvej 1, DK-2800 Kgs. LyngbyTel: +45 4588 4444, www.geo.dk

Prepared : SAM Date: 2009-06-25 Subject: Detailed location plan

Controlled : LAR Date: 2009-06-25 Page 1 / 1

Approved : JBC Date: 2009-06-29 Report 2 Enclosure 2A.00

Job: 32490 Anholt.Djursland O.W.F

Enclosure 2B.01Summary - CPT Tests

Maglebjergvej 1, DK-2800 Kgs. LyngbyTel: +45 4588 4444, www.geoteknisk.dk

Prepared : ROB Date: Subject: Summary - CPT tests


Approved : JBC Date: 2009-07-02 Report 2 Enclosure 2B.01

Job: 32490 Anholt. Djursland Wind Farm

Summary – CPT tests

Coordinates: UTM32/WGS84Reference level: DVR 90

Seq

uen

ce

CP

Tn

o

Co

ne

no

Po

sit

ion

Easti

ng

(m

)

Po

sit

ion

No

rth

ing

(m

)

Seab

ed

(m

)

Pen

etr

ati

on

Dep

th

(m

)

Fin

al

sto

pre

a-

so

n

11 NORD CPT 01 080914 631866 6274172 -16,5 3,00 Max depth

14 NORD CPT 02 080914 626880 6270496 -15,5 2,72 Max thrust








2 SYD CPT 01 080917 -8,3Cone 080917 bro-

ken of rods

22 SYD CPT 01B 080914 619834 6255286 -8,4 0,33 Max thrust

1 SYD CPT 02 080917 620592 6255362 -11,3 3,00 Max depth

3 SYD CPT 03 080914 623240 6259224 -17,0 3,00 Max depth

4 SYD CPT 04 080914 624618 6261576 -17,9 3,00 Max depth

5 SYD CPT 05 080914 625664 6263360 -17,3 3,00 Max depth

6 SYD CPT 06 080914 626765 6265241 -16,9 2,60 Max thrust


8 SYD CPT 08 080914 628671 6268496 -16,4 3,00 Max depth

9 SYD CPT 09 080914 629388 6269729 -16,9 3,00 Max depth




Enclosure 2B.02Summary - Vibrocores


Prepared : ROB Date: Subject: Summary - Vibrocores


Approved : JBC Date:2009-07-02 Report 2 Enclosure 2B.02

Job: 32490 Anholt. Djursland Wind Farm

Summary - Vibrocores

Coordinates: UTM32/WGS84Reference level: DVR 90

Vib

roco

reN

o

Po

sit

ion

Easti

ng

(m

)

Po

sit

ion

No

rth

ing

(m

)

Seab

ed

(m

)

Pen

etr

ati

on

dep

th

(m

)

Co

rele

ng

th

(fi

eld

meas-

ure

men

t)

(m

)

1 NORD VIB 01 631867 6274172 -16.5 3.00 2.72

2 NORD VIB 02 626881 6270497 -15.5 3.00 2.76

3 NORD VIB 03 625145 6269219 -14.7 3.00 2.82

4 NORD VIB 04 623503 6268010 -15.1 3.00 2.20

5 NORD VIB 05 622549 6267305 -14.6 3.00 1.38

6 NORD VIB 06 619936 6265393 -12.4 3.00 2.60

7 NORD VIB 07 618362 6264221 -9.2 3.00 2.70

8 NORD VIB 08 617730 6263755 -10.0 3.00 2.81

9 NORD VIB 09 616314 6262710 -8.5 3.00 2.86

10 SYD VIB 01 619835 6255287 -8.3 1.00 0.90

11 SYD VIB 02 620593 6255362 -11.3 3.00 2.90

12 SYD VIB 03 623241 6259223 -17.0 3.00 2.73

13 SYD VIB 04 624619 6261576 -17.9 3.00 2.80

14 SYD VIB 05 625664 6263361 -17.3 3.00 2.72

15 SYD VIB 06 626765 6265242 -16.9 3.00 2.68

16 SYD VIB 07 627691 6266826 -17.5 3.00 2.00

17 SYD VIB 08 628671 6268495 -16.4 3.00 2.85

18 SYD VIB 09 629388 6269730 -16.9 2.60 2.60

19 SYD VIB 10 630098 6270942 -17.0 3.00 2.72

20 SYD VIB 11 632176 6274493 -17.4 3.00 2.61

21 SYD VIB 12 632001 6274195 -16.7 3.00 2.80

Enclosure 2B.03Summary – Soil Classification Tests


Prepared : LAR Date: 2009-07-01 Subject: Summary - Soil Classification tests

Controlled : Date: Page 1 / 2

Approved : JBC Date: 2009-07-03 Report 2 Enclosure 2B.03 Rev.

Projekt:32490 Anholt. Djursland. Wind Farm

Vibrocore No SampleNo

Soil Level NaturalMoistureContent

Mediumgrain si-

ze

Uniformitycoefficient

Clay fraction,(< 0.002 mm)

Liquid and plastic limits(Atterberg limits)

Loss onignition(organiccontent))

Carbonatecontent

w d50 U = d60/d10 WL WP IP

m % mm % % % % % %

NORD_VIB01 2 SAND, fine - medium -17.3 36.9

NORD_VIB01 2M SAND, fine - medium -17.5 0.116 2.0

NORD_VIB01 2B CLAY, highly plastic -17.8 35.0

NORD_VIB01 3T CLAY, highly plastic -18.8 34.6 0.003 44.7 52.9 20.9 32.0 28.9

NORD_VIB02 1M SAND, fine - medium -16.0 0.304 106.9 7.8 0.8

NORD_VIB03 2B SAND, fine - medium -15.6 0.186 6.2 2.7

NORD_VIB04 2B CLAY, highly plastic -15.8 32.0 58.9 54.5 22.2 32.3

NORD_VIB04 3 CLAY, highly plastic -16.8 33.5

NORD_VIB05 2T SAND, fine - medium -14.9 0.109 38.5 8.5

NORD_VIB05 2 SAND, fine - medium -15.2 12.9

NORD_VIB06 1 SAND, fine - medium -14.9 0.178 2.3

NORD_VIB07 1 SAND, fine - medium -9.7 0.180 1.6

NORD_VIB08 1B SAND, fine - medium -10.8 0.534 1015.3 6.3

NORD_VIB08 2B CLAY, highly plastic -11.0 45.2 0.025 23.1 54.3 24.6 29.7


NORD_VIB08 3 SAND, fine, silty -12.2 39.5

NORD_VIB09 1T SAND, fine - medium -8.6 0.146 2.3

NORD_VIB09 1B CLAY, highly plastic -9.3 73.5 80.4 34.0 46.4 4.6

NORD_VIB09 2B CLAY, highly plastic -10.1 65.9 14.2



Prepared : LAR Date: 2009-07-01 Subject: Summary - Soil Classification tests



Projekt:32490 Anholt. Djursland. Wind Farm

Vibrocore No SampleNo

Soil Level NaturalMoistureContent

Mediumgrainsize

Uniformitycoefficient

Clay fraction,(< 0.002 mm)

Liquid and plastic limits(Atterberg limits)

Loss onignition(organiccontent))

Carbonatecontent

w d50 U = d60/d10 WL WP IP

m % mm % % % % % %

SYD_VIB01 1 LIMESTONE, silty, sandy -8.9 23.6

SYD_VIB02 1T GRAVEL, clayey, sandy -11.5 21.600 215.6

SYD_VIB02 1B SAND, very clayey, silty -12.3 0.061 28.2

SYD_VIB02 3 CLAY, highly plastic -13.5 28.7

SYD_VIB03 2T SAND, medium - coarse -18.3 0.276 4.6

SYD_VIB04 1T SAND, fine - medium -18.1 0.197 2.0 0.8

SYD_VIB04 1B SAND, fine - medium -18.7 0.136

SYD_VIB04 2B CLAY, highly plastic -19.5 26.2 43.8 18.3 25.4 31.7


SYD_VIB05 2T SAND, fine - sorted -18.0 0.128 2.3



SYD_VIB06 2T SAND, fine sorted -18.2 0.165 3.0

SYD_VIB06 3 CLAY, medium-highly plastic -18.9 15.6

SYD_VIB06 3B SILT, v. sandy, w. clay l. -19.3 13.5

SYD_VIB07 1 SAND, fine, well sorted -18.0 0.098 2.1 2.9

SYD_VIB08 1 SAND, fine - medium -16.8 0.195 2.3

SYD_VIB08 2M SAND, fine - medium -17.7 0.128 13.8

SYD_VIB08 3 SAND, fine - medium -18.7 26.6

SYD_VIB09 1M GRAVEL, very sandy -17.4 28.300 512.9

SYD_VIB09 2 CLAY, highly plastic -17.9 26.9 0.003 41.9 39.6 15.9 23.7 2.9


SYD_VIB10 1B SAND, fine - medium -17.7 0.189 2.6

SYD_VIB10 2M CLAY, highly plastic -18.3 75.0 0.009 31.9 84.0 33.1 50.9 3.9 4.2


SYD_VIB11 2T SAND, fine - medium -18.0 0.203 3.1

SYD_VIB12 1M GRAVEL, very sandy -16.9 11.700 59.6

Enclosure 2B.04Summary – Daily Progress Reports


Prepared : KNM Date:2009-06-26 Subject: Summary of Daily Progress Reports

Controlled : LAR Date:2009-06-26 Page 1 / 1


Job: 32490 Anholt / Djursland Offshore Wind Farm

Summary – Daily Progress Reports

Date Activity2009-05-26 Mobilisation of vibrocore equipment on MS Merete Chris. Transit Hun-

dested to Grenaa.

2009-05-27 Performed Vibrocores: SYD VIB01, SYD VIB02, SYD VIB03, WOW.

2009-05-28 WOW.

2009-05-29 Performed vibrocores: SYD VIB04, SYD VIB05, SYD VIB06, SYDVIB07, SYD VIB08, SYD VIB09, SYD VIB10.

2009-05-30 Performed vibrocores: NORD VIB09, NORD VIB08, NORD VIB07,NORD VIB06, NORD VIB05, NORD VIB04, NORD VIB03, NORD VIB02,NORD VIB01.

2009-05-31 Performed Vibrocores: SYD VIB11, SYD VIB12.

2009-06-02 Performed CPTs: SYD CPT 02, SYD CPT 01, WOW

2009-06-03 WOW

2009-06-04 WOW

2009-06-05 WOW

2009-06-06 Performed CPTs: SYD CPT 03, SYD CPT 04, SYD CPT 05, SYD CPT 06,SYD CPT 07, SYD CPT 08, SYD CPT 09, SYD CPT 10, NORD CPT 01,SYD CPT 12, SYD CPT 11.

2009-06-07 Performed CPTs: NORD CPT 02, NORD CPT 03, NORD CPT 04, NORDCPT 05, NORD CPT 06, NORD CPT 07, NORD CPT 08, NORD CPT 09,SYD CPT 01B.

2009-06-08 Demobilisation of equipment in Hundested harbor.

Abbreviations:WOW: Waiting on Weather.

Enclosure 3C.00Legend and Abbreviations

GEO-Standard: Legends and Abbreviations Core drillings Site plan

Boring Boring with soil sampling Vane test

Boring with soil ampling/vane test s

Test pit with soil sampling/vane test Well

Weight sounding test Dynamic probing est t

Cone penetration test (CPT)

Loading test Geoelectric sounding Resisitivity survey line

Soil types Samples Well installations

Fill Mull

Peat Peaty mud Gyttja Organic matter Shells Clay till (sandy, grav-elly)

Stone Gravel Sand Silt Clay Limestone Bedrock/Concrete Sand till (clayey, grav-elly)

Bag sample (disturbed) Bulk sample (disturbed) Tube sample

SPT sample Core sample

Top level Concrete

Backfill Casing Seal Filter sand Screen

28.4

Note: In tills, a varying content of stones and blocks should be expected Geological age Environment General abbraviations Re Pg Sg Gc Ig Te Mi Ol Eo Pl Se Da Ct Ms

Recent Postglacial Lateglacial Glacial Interglacial Tertiary Miocene Oligocene Eocene Palaeocene Selandian Danian Cretaceous Maastrichtian

Ae Br Fi Fw Gl Ls Ma Mw Ss Ts Wd

Aeolian (wind deposit) Brackish water deposit Fill Fresh water deposit Glacier deposit Landslide deposit Marine deposit Meltwater deposit Solifluction soil Topsoil Wash down deposit

sl. v. w. lam. fragm. biot. bryo. calc. glauc. T B

slightly very with lamina(e) fragments bioturbation bryozoans calcareous glauconite top of sample bottom of sample

GEO KSS-dokument GP-K-22-02-03. Legends and Abbreviations-core drillings Dokumentansvarlig: KS/ML-koordinator. Udarbejdet af: NN. Godkendt: HL. Dato: 2000-11-28 \\Intranet\geo\Kunden\2 Standarder\Legends and Abbreviations-core drillings.doc VEND

Core samples Recovery: Ratio in percentage between sample length and length of core run (Total Core Recovery, TCR). Value ap-

pears at top of core. RQD: Rock Quality Designation. Ratio in percentage between total length of core pieces with length more than 100

mm, and length of core run. Value appears at top of core.

Fractures: 12345 1 = S1

2 = S2 3 = S3 4 = S4 5 = S5

Unfractured Slightly fractured Fractured Very fractured Crushed

10 cm 6 cm 2 cm

no fractures < fracture spacing < fracture spacing < 10 cm < fracture spacing < 6 cm fracture spacing < 2 cm

Induration: 12345 1 = H1

2 = H2 3 = H3 4 = H4 5 = H5

Unlithified Slightly indurated Indurated Strongly indurated Very strongly indu-rated

Can easily be shaped with fingers Can easily be worked with knife Can be worked with knife Can be scratched with knife Cannot be scratched with knife

Tests cv cvr cl cu N w wp wL IP γ e emax emin ID ka gl

Shear strength Shear strength Shear strength Shear strength Standard Penetration Test (SPT) Water content Plastic limit Liquid limit Plasticity index Unit weight Void ratio Void ratio, loosest state Void ratio, densest state Relative density Carbonate content Organic content

(kN/m²) (kN/m²) (kN/m²) (kN/m²) (%) (%) (%) (%) (kN/m³) (%) (%)

Measured by vane test in undisturbed soil vr.: Vane not penetrated to full depth Measured by vane test in remoulded soil vd.: Test with defective vane Measured by laboratory vane st.: Vane test influenced by stone Measured by unconfined compression test or triaxial test Number of blows per 0.3 m penetration of Ø51 mm SPT probe by use of the energy h • G = 0.7 m • 0.635 kN Ratio between weight of water and weight of grains Water content at the boundary between semisolid and plastic state; NP: Non plastic Water content at the boundary between plastic and liquid state wL – wP Ratio between total weight and total volume Ratio between pore volume and grain volume Void ratio of very loose standard state Void ratio of very dense standard state (emax – e)/ (emax – emin) Ratio between weight of carbonate and total grain weight Weight loss by prolonged glowing, in percent of total grain weight

Supplementary tests In situ tests: Laboratory tests: PR FH PP EL GA

Pressiometer Falling Head Pumping Elastmeter Gammalog

B C D E F G

Brazil Consolidation Specific gravity emax and emin Photo Grain size analysis

P S T U V W SP MP

Point Load Simple shear Triaxial Unconfined compression Shear box Vibration compaction Standard proctor test Modified proctor test

References Dansk Standard: ”Norm for fundering (DS415) (Code of practice for Foundation Engi-neers)

Danish Geotechnical Society: ”A guide to engineering geological soil description”, 1995

Dansk Geoteknisk Forening: ”Markundersøgelsesmetoder”, 1990 (Field investigation methods, in Danish)

Vane tests are carried out and evaluated according to reference document, revision 3, August 1999 (in Danish), of the Danish Geotechnical Society. Conversion tables have been approximated by a straight line through the origin and the point corresponding to 3

2 Pmax.

GEO KSS-dokument GP-K-22-02-03.Legends and Abbreviations-core drillings Dokumentansvarlig: KS/ML-koordinator. Udarbejdet af: NN. Godkendt: HL. Dato: 2000-11-28 \\Intranet\geo\Kunden\2 Standarder\Legends and Abbreviations-core drillings.doc


Prepared : Date: Subject: Legend and Definitions


Approved : Date: Report 2 Encl. 2C.00 Rev.

Project: 32490 Anholt.Djursland Wind Farm


Prepared : Date: Subject: Legend and Definitions



Project: 32490 Anholt.Djursland Wind Farm

Cone Penetration Tests

01 Depth: Depth refers to the penetration depth below start of test level. Thedepth is not corrected for tool inclination

01 Level: Level to penetration depth

02 qc: Tip resistance in two scales, 0 – 10 MPa and 0 – 100 MPa

03 fs: Sleeve friction in scale 0 – 0.5 Mpa. All measurements are referredback to the cone tip

04 u: Pore water pressure relative to level at start of test in scale -0.5 – 2.0MPa

05 Rf: Friction ratio in scale 0 – 6 %

06 Other test information

E and N: Test location (E: Easting and N: Northing)

Date: Date of CPT testing

Cone no: Number of cone used in test

Cone type: Type of Cone – TSP. Tip resistance, Sleeve friction and Pore water pressure aremeasured in agreement with the ISOPT1 recommendations

Cone area: 10.0 cm2 in agreement with the ISOPT1 recommendations

Rig: Name of rig

Performed by: Initial of test operator

Remarks: Remarks to test (If any)


Prepared : Date: Subject: Legend and Definitions, Interpretations



Project: 32490 Anholt. Djursland Wind Farm


Prepared : Date: Subject: Legend and Definitions (interpreted)



Project: 32490 Anholt. Djursland Wind Farm

Cone Penetration Tests

10 Depth: Depth refers to the penetration depth below start of test level. The depth is not-corrected for tool inclination

10 Level: Level to penetration depth

11 qt: Corrected tip resistance in two scales, 0 – 10 MPa and 0 – 100 MPa

12 ft: Corrected sleeve friction in scale 0 – 0.5 MPa

13 Qt: Normalized cone restistance in scale 0 - 1000

14 Fr: Normalized sleeve friction in scale 0 – 10 %

15 : Angle of internal friction in scale 20 - 45

16 cu: Undrained shear strength in scale 0 – 500 kPa

17 Dr: Relative density in scale 0 – 100 %

18 Bq: Pore pressure ratio in scale –0.5 – 2.0

19 Rft: Corrected friction ratio in scale 0 – 10 %

20 Main soil description interpreted from CPT results

21 Other test information:

E and N: Test location (E: Easting and N: Northing)

Date: Date of CPT testing

Cone no.: Number of cone

Cone type: Type of Cone – TSP. Tip resistance, Sleeve friction and Pore water pressure aremeasured in agreement with the ISOPT1 recommendations

Cone area: 10 cm2 in agreement with the ISOPT1 recommendations

Rig: Name of rig – SCOPE2008

Performed by: Initials of test operator

Remarks: Remarks to test (if any)

Enclosure 2D.01 - 2D.21Vibrocore Logs

-17

-18

-19

-20

-21

-22

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N

o GEOLOGICAL DESCRIPTION

Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1

-5) Lab. vane undist.

Lab. vane remoul.Fall Cone

Water content (%)

WP W WL

WL : Liquid limitWP : Plastic limitW : Nat. water cont.

Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure

Maglebjergvej 1DK2800 Lyngby

tlf +45 4588 4444www.geo.dk

Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -16.5

15 30 45 60Vibrocoring Resistance R (sec/0.1m)

20 40 60 80Cv,Cvr (kN/m²)

20 40 60 80Undrained shear strength (kN/m²)

10 20 30

NORD_VIB01

NORD_VIB01

2009-05-30

E : 631867 (m) N : 6274172 (m)

2D.01

28.9

2

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G

G

2G.01

2G.01

32490 Anholt. Djursland Wind Farm

Anholt. Djursland Wind Farm

0 - 70 cm: SAND, medium - coarse, sorted, very gravelly, calcareous, w. shell fragments, brownish grey

Ma Pg

70 - 72 cm: SAND, medium - coarse, sorted, very gravelly, calcareous, w. shell fragments, brownish grey

Ma Pg

72 - 82 cm: SAND, medium - coarse, sorted, gravelly, calcareous, w. shell fragments, brownish grey

Ma Pg

82 - 122 cm: SAND, fine - medium, sorted, calcareous, w. a few coal bits, w. clay streaks at 102, w. gravel grains at 122, grey

Ma/Mw

Lg

122 - 170 cm: CLAY, highly plastic, sl. sandy, calcareous, grey Ma/Mw

Lg/Gc

170 - 238 cm: CLAY, highly plastic, sl. sandy, calcareous, w. layers? of medium - coarse sand at 187, 205 - 207 and 227, w. iron sulphide laminae 202 - 225, grey

Ma/Mw

Lg/Gc

238 - 258 cm: SAND, coarse, sorted, non calcareous, w. clay lumps, brownish grey

Ma/Mw

Lg/Gc

258 - 272 cm: CLAY, medium plastic, sandy, calcareous, grey Ma/Mw

Lg/Gc

1

2

3

BRegister - PVCKUK 2.1 - 7/1/2009 3:21:15 PM

Wp=20.9Wl=52.9

-16

-17

-18

-19

-20

-21

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -15.5


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB02

NORD_VIB02

2009-05-30

E : 626881 (m) N : 6270497 (m)

2D.022

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.02



0 - 35 cm: SAND, fine - medium, very gravelly, calcareous, organic, rich in shell fragments, brownish grey

Ma Pg

35 - 60 cm: SAND, fine - medium, sl. silty, sl. gravelly, calcareous, w. shell fragments, brownish grey

Ma Pg

60 - 76 cm: SAND, fine - medium, poorly sorted, sl. clayey, sl. silty, sl. gravelly, calcareous, w. clay lumps, w. shell fragments, grey

Ma Pg

76 - 138 cm: SAND, fine - medium, sorted, sl. gravelly, calcareous, grey

Ma Pg

138 - 176 cm: SAND, fine - medium, sorted, sl. gravelly, calcareous, grey

Ma/Mw

Lg/Gc

176 - 250 cm: SAND, fine - medium, poorly sorted, sl. silty, sl. gravelly, calcareous, grey

Ma/Mw

Lg/Gc

250 - 276 cm: SAND, fine - medium, sorted, calcareous, grey Ma/Mw

Lg/Gc

1

2

3


-15

-16

-17

-18

-19

-20

-21

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -14.7


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB03

NORD_VIB03

2009-05-30

E : 625145 (m) N : 6269219 (m)

2D.032

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.03



0 - 20 cm: GRAVEL, very sandy, calcareous, w. shell fragments,olive grey

Ma Pg

20 - 50 cm: SAND, fine - medium, sorted, gravelly, calcareous, w. clay lumps, w. shell fragments, olive grey

Ma Pg

50 - 85 cm: SAND, medium, well sorted, calcareous, grey Ma/Mw

Lg/Gc

85 - 95 cm: SAND, medium, well sorted, calcareous, grey Ma/Mw

Lg/Gc

95 - 185 cm: SAND, fine - medium, poorly sorted, silty, sl. gravelly, calcareous, w. coal bits, grey

Ma/Mw

Lg/Gc

185 - 282 cm: SAND, fine - medium, poorly sorted, silty, sl. gravelly, calcareous, w. coal bits, grey

Ma/Mw

Lg/Gc

1

2

3


-16

-17

-18

-19

-20

-21

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -15.1


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB04

NORD_VIB04

2009-05-30

E : 623503 (m) N : 6268010 (m)

2D.042

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.04



0 - 20 cm: CLAY, medium plastic, silty, sandy, gravelly, calcareous, sl. organic, rich in shell fragments, grey

Ma/Mw

Pg/Lg

20 - 25 cm: CLAY, medium plastic, silty, sandy, gravelly, calcareous, sl. organic, rich in shell fragments, grey

Ma/Mw

Pg/Lg

25 - 120 cm: CLAY, highly plastic, silty, very silty at 63 - 70, sl. sandy, sl. calcareous, grey

Ma/Mw

Lg/Gc

120 - 220 cm: CLAY, highly plastic, silty, sl. sandy, sl. calcareous, grey

Ma/Mw

Lg/Gc

12

3


Wp=22.2Wl=54.5

-15

-16

-17

-18

-19

-20

-21

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -14.6


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB05

NORD_VIB05

2009-05-30

E : 622549 (m) N : 6267305 (m)

2D.052

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.05



0 - 15 cm: SAND, fine - medium, gravelly, very organic, sl. calcareous, w. shell fragments, olive grey

Ma Pg

15 - 30 cm: SAND, fine - medium, sl. clayey, sl. silty, sandy, sl. gravelly, calcareous, grey

Ma/Mw

Lg/Gc

30 - 70 cm: SAND, fine - medium, sl. clayey, sl. silty, sandy, sl. gravelly, calcareous, grey

Ma/Mw

Lg/Gc

70 - 130 cm: SAND, fine - medium, clayey, sl. silty, sandy, sl. gravelly, calcareous, w. few clay laminae, grey

Ma/Mw

Lg/Gc

Shoe sample: SAND, fine - medium, v. silty, sl. clayey, calcareous, grey

Ma/Mw

Lg/Gc

12

3


-13

-14

-15

-16

-17

-18

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -12.4


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB06

NORD_VIB06

2009-05-30

E : 619936 (m) N : 6265393 (m)

2D.062

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.06



0 - 60 cm: SAND, fine - medium, sorted, sl. silty, w. few gravels, non calcareous, w. shell fragments, olive grey

Ma Pg

60 - 150 cm: SAND, fine - medium, sorted, sl. silty, w. few gravels, non calcareous, w. shell fragments, olive grey

Ma Pg

150 - 160 cm: SAND, fine, poorly sorted, silty, sl. calcareous, w. organic laminae, rich in mica, w. plant remains, grey

Ma/Mw

Lg/Gc

160 - 260 cm: SAND, fine, poorly sorted, silty, sl. calcareous, w. organic laminae, rich in mica, w. plant remains, grey

Ma/Mw

Lg/Gc

1

2

3


-10

-11

-12

-13

-14

-15

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -9.2


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB07

NORD_VIB07

2009-05-30

E : 618362 (m) N : 6264221 (m)

2D.072

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.07



0 - 70 cm: SAND, fine - medium, well sorted, non calcareous, w.few shell fragments, yellowish brown to grey

Ma Pg

70 - 170 cm: SAND, fine - medium, well sorted, sl. gravelly 75 - 95, non calcareous, w. few shell fragments, yellowish brown to grey

Ma Pg

170 - 270 cm: SAND, fine - medium, well sorted, non calcareous, w. few shell fragments, yellowish brown to grey

Ma Pg

Shoe sample: SAND, fine - medium, well sorted, non calcareous, yellowish brown

Ma Pg

1

2

3

4


-10

-11

-12

-13

-14

-15

-16

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -10.0


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB08

NORD_VIB08

2009-05-30

E : 617730 (m) N : 6263755 (m)

2D.082

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G

GG

G2.08

2G.08G2.08



0 - 75 cm: SAND, fine - medium, well sorted, sl. organic 0 - 15, non calcareous, w. shell fragments, grey

Ma Pg

75 - 80 cm: SAND, medium - coarse, v. gravelly, w. shell fragments, grey

Ma Pg

80 - 85 cm: SAND, medium - coarse, v. gravelly, w. shell fragments, grey

Ma Pg

85 - 180 cm: CLAY, highly plastic, silty, calcareous, rich in very sandy clay laminae, w. organic laminae, w. iron sulphides stains, rich in shells and shell fragments, w. plant remains, grey

Ma Pg

180 - 200 cm: CLAY, highly plastic, silty, calcareous, rich in very sandy clay laminae, w. organic laminae, w. iron sulphides stains, rich in shells and shell fragments, w. plant remains, grey

Ma Pg

200 - 280 cm: SAND, fine, silty, w. sandy clay lumps, calcareous, w. organic laminae, w. plant remains, grey

Ma/Mw

Lg/Gc

1

2

3


Wp=24.6Wl=54.3

W=50

-9

-10

-11

-12

-13

-14

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -8.5


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

NORD_VIB09

NORD_VIB09

2009-05-30

E : 616314 (m) N : 6262710 (m)

2D.09

14.2

2

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.09



0 - 25 cm: SAND, fine - medium, sorted, sl. silty, calcareous, sl. organic, w. shell fragments, olive grey

Ma Pg

25 - 85 cm: CLAY, highly plastic, sl. silty, w. few gravels, calcareous, w. shell fragments, w. shell layer 82 - 83, grey

Ma Pg

85 - 110 cm: CLAY, highly plastic, sl. silty, w. few gravels, calcareous, w. shell fragments, grey

Ma Pg

110 - 185 cm: CLAY, highly plastic, sl. silty, rich in plant remains, calcareous, w. few iron sulphide stains, grey

Ma Pg

185 - 286 cm: CLAY, highly plastic, sl. silty, rich in plant remains, calcareous, w. few iron sulphide stains, grey

Ma Pg

1

2

3


Wp=34.0Wl=80.4

W=67

W=66

W=74

-9

-10

-11

-12

-13

-14

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -8.3


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB01

SYD_VIB01

2009-05-27

E : 619835 (m) N : 6255287 (m)

2D.102

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01



0 - 90 cm: LIMESTONE, silty, sandy, hardened w. unhardened parts, w. few crushed dark grey flint gravels, very light grey

Ma? Da?1


-12

-13

-14

-15

-16

-17

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -11.3


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB02

SYD_VIB02

2009-05-27

E : 620593 (m) N : 6255362 (m)

2D.112

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G

G

2G.10

2G.10



0 - 30 cm: GRAVEL, clayey, sandy, w. clay lumps, calcareous, w. shell fragments, grey

Ma Pg

30 - 90 cm: SAND, very clayey, silty, sl. gravelly, w. highly plastic clay lumps, calcareous, w. few shell fragments, (disturbed by drilling), grey

Ma? Pg?

90 - 170 cm: SAND, very clayey, silty, sl. gravelly, w. highly plastic clay lumps, calcareous, w. few shell fragments, (disturbed by drilling), grey

Ma? Pg?

170 - 190 cm: CLAY, highly plastic, silty, rich in silty sand laminae, calcareous, w. few iron sulphide stains, grey

Ma/Mw

Lg/Gc

190 - 260 cm: CLAY, highly plastic, silty, rich in silty sand laminae, calcareous, w. few iron sulphide stains, grey

Ma/Mw

Lg/Gc

260 - 290 cm: CLAY, v. silty, sl. sandy, w. few iron sulphide stains, calcareous, grey

Ma/Mw

Lg/Gc

Shoe sample: CLAY, v. silty, sl. sandy, calcareous, grey Ma/Mw

Lg/Gc

1

2

3

4


-17

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -17.0


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB03

SYD_VIB03

2009-05-27

E : 623241 (m) N : 6259223 (m)

2D.122

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.11



0 - 70 cm: SAND, fine - medium, sorted, sl. silty, sl. organic, non calcareous, w. shell fragments, olive grey

Ma Pg

70 - 130 cm: SAND, fine - medium, sorted, sl. silty, sl. organic, non calcareous, w. shell fragments, olive grey

Ma Pg

130 - 170 cm: SAND, medium - coarse, sorted, very gravelly, sl.calcareous, grey

Ma/Mw

Lg/Gc

170 - 240 cm: SAND, medium - coarse, sorted, very gravelly, sl.calcareous, grey

Ma/Mw

Lg/Gc

240 - 270 cm: SAND, medium - coarse, sorted, gravelly, fining downwards, sl. calcareous, grey

Ma/Mw

Lg/Gc

1

2

3


-18

-19

-20

-21

-22

-23

-24

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -17.9


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB04

SYD_VIB04

2009-05-29

E : 624619 (m) N : 6261576 (m)

2D.13

31.7

2

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G

G

2G.12

2G.12



0 - 25 cm: SAND, fine - medium, well sorted, non calcareous, sl.organic, w. shell fragments, olive grey

Ma Pg

25 - 80 cm: SAND, fine - medium, sorted, sl. silty, calcareous, sl. organic, w. shell fragments, grey

Ma Pg

80 - 135 cm: SAND, fine - medium, sorted, sl. silty, calcareous, sl. organic, w. shell fragments, grey

Ma Pg

135 - 180 cm: CLAY, highly plastic, silty, w. very silty sand laminae, w. iron sulphide stains, calcareous, grey

Ma/Mw

Lg/Gc

180 - 280 cm: CLAY, highly plastic, silty, w. very silty sand laminae, w. iron sulphide stains, calcareous, grey

Ma/Mw

Lg/Gc

Shoe sample: SAND, clayey, v. silty, w. shell fragments, w. few peat? lumps, calcareous, grey

Ma/Mw

Lg/Gc

1

2

3

4


Wp=18.3 Wl=43.8

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -17.3


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB05

SYD_VIB05

2009-05-29

E : 625664 (m) N : 6263361 (m)

2D.142

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.13



0 - 15 cm: SAND, fine - medium, well sorted, non calcareous, sl.organic, w. shell fragments, dark olive grey

Ma Pg

15 - 70 cm: SAND, fine - sorted, silty, sl. calcareous, sl. organic,w. shell fragments, grey

Ma Pg

70 - 140 cm: SAND, fine - sorted, silty, sl. calcareous, sl. organic, w. shell fragments, grey

Ma Pg

140 - 170 cm: CLAY, highly plastic, silty, w. few gravels, w. silty sand laminae, calcareous, grey

Ma/Mw

Lg/Gc

170 - 270 cm: CLAY, highly plastic, silty, w. few gravels, w. silty sand laminae, calcareous, w. iron sulphide 200 - 205, 210 - 215, w. 2 - 4 cm sand layers 230 - 270, grey

Ma/Mw

Lg/Gc

Shoe sample: SAND, clayey, v. silty, calcareous, grey Ma/Mw

Lg/Gc

1

2

3

4


-17

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -16.9


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB06

SYD_VIB06

2009-05-29

E : 626765 (m) N : 6265242 (m)

2D.15

13.5

2

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.14



0 - 68 cm: SAND, fine - medium, sorted, sl. silty, non calcareous, sl. organic, rich in shell fragments, olive grey

Ma Pg

68 - 120 cm: SAND, fine - medium, sorted, sl. silty, non calcareous, sl. organic, rich in shell fragments, olive grey

Ma Pg

120 - 168 cm: SAND, fine, sorted, sl. silty, sl. calcareous, w. few shell fragments and plant remains, grey

Ma Pg

168 - 190 cm: SILT, v. sandy, w. clay lumps, calcareous, grey Ma/Mw

Lg/Gc

190 - 235 cm: CLAY, medium - highly plastic, silty, v. silty 205 - 220, calcareous, grey

Ma/Mw

Lg/Gc

235 - 265 cm: SILT, v. sandy, w. clay laminae, calcareous, grey Ma/Mw

Lg/Gc

1

2

3


-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -17.5


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB07

SYD_VIB07

2009-05-29

E : 627691 (m) N : 6266826 (m)

2D.162

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.15



0 - 100 cm: SAND, fine, well sorted, sl. silty, w. few shell fragments and plant remains, non calcareous, grey

Ma Pg

100 - 200 cm: SAND, fine, well sorted, sl. silty, w. few shell fragments and plant remains, non calcareous, grey

Ma Pg

1

2


-17

-18

-19

-20

-21

-22

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -16.4


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB08

SYD_VIB08

2009-05-29

E : 628671 (m) N : 6268495 (m)

2D.172

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G

G

2G.16

2G.16



0 - 85 cm: SAND, fine - medium, sorted, non calcareous, w. shell fragments, grey

Ma Pg

85 - 110 cm: SAND, fine - medium, sorted, non calcareous, w. shell fragments, grey

Ma Pg

110 - 150 cm: SAND, fine - medium, unsorted, silty, calcareous, rich in shell fragments, grey

Ma Pg

150 - 185 cm: SAND, fine - medium, clayey, w. silty clay laminae, calcareous, w. iron sulphide stains, grey

Ma Pg/Lg

185 - 190 cm: SAND, fine - medium, clayey, w. silty clay laminae, calcareous, w. iron sulphide stains, grey

Ma Pg/Lg

190 - 285 cm: SAND, fine - medium, v. clayey, w. highly plastic clay lumps, calcareous, w. iron sulphide stains, w. few shell fragments, grey

Ma Pg/Lg

1

2

3


-17

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -16.9


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB09

SYD_VIB09

2009-05-29

E : 629388 (m) N : 6269730 (m)

2D.182

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

GG

2G.172G.17



0 - 43 cm: SAND, fine - medium, well sorted, sl. calcareous, organic 0 - 15, w. shell fragments, grey

Ma Pg

43 - 55 cm: GRAVEL, very sandy, w. shell fragments, grey Ma Pg55 - 60 cm: CLAY, highly plastic, sl. silty, sl. sandy, w. few

gravels, calcareous, w. few sand laminae, greyMa/Mw

Lg/Gc

60 - 160 cm: CLAY, highly plastic, sl. silty, sl. sandy, w. few gravels, calcareous, w. few sand laminae, grey

Ma/Mw

Lg/Gc

160 - 260 cm: CLAY, highly plastic, sl. silty, sl. sandy, w. few gravels, calcareous, w. few sand laminae, w. sand layer 215 - 220, grey

Ma/Mw

Lg/Gc

1

2

3


Wp=15.9 Wl=39.6

-17

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -17.0


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB10

SYD_VIB10

2009-05-29

E : 630098 (m) N : 6270942 (m)

2D.19

4.2

2

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G

G

2G.18

2G.18



0 - 15 cm: SAND, fine - medium, sorted, organic, non calcareous, w. shell fragments, dark grey to olive grey

Ma Pg

15 - 70 cm: SAND, fine - medium, sorted, sl. silty, non calcareous, w. shell fragments, grey

Ma Pg

70 - 130 cm: SAND, fine - medium, sorted, sl. silty, non calcareous, w. shell fragments, grey

Ma Pg

130 - 165 cm: CLAY, highly plastic, silty, non calcareous, organic to very organic, w. shell fragments, olive grey

Ma Pg

165 - 170 cm: SAND, fine - medium, sl. clayey to clayey, non calcareous, w. clay lumps, w. iron sulphide stains, grey

Ma/Mw

Lg/Gc

170 - 225 cm: SAND, fine - medium, sl. clayey to clayey, non calcareous, w. clay lumps, w. iron sulphide stains, grey

Ma/Mw

Lg/Gc

225 - 272 cm: CLAY, highly plastic, silty, sl. gravelly 240 - 260, w. silty sand layers and sand laminae, non calcareous, w. iron sulphide stains, grey

Ma/Mw

Lg/Gc

Shoe sample: CLAY, highly plastic, silty, sandy, non calcareous,w. iron sulphide stains, grey

Ma/Mw

Lg/Gc

1

2

3

4


Wp=33.1Wl=84.0W=75

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -17.4


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB11

SYD_VIB11

2009-05-31

E : 632176 (m) N : 6274493 (m)

2D.202

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.19



0 - 60 cm: SAND, fine - medium, sorted, sl. silty, calcareous, w. shell fragments, grey

Ma Pg

60 - 140 cm: SAND, fine - medium, sorted, sl. silty, calcareous, w. shell fragments, grey

Ma Pg

140 - 160 cm: SAND, fine, poorly sorted, silty, w. few gravels, calcareous, grey

Ma/Mw

Lg/Gc


Ma/Mw

Lg/Gc

200 - 230 cm: SAND, medium - coarse, sorted, sl. gravelly, coarsing downwards, sl. calcareous, grey

Ma/Mw

Lg/Gc


Ma/Mw

Lg/Gc

1

2

3


-17

-18

-19

-20

-21

-22

-23

0

1

2

3

4

5

6

De

pth

(m

)VIBROCORING NO.

Le

vel (

m)

So

il P

rofil

e

Sam

ple

Typ

e

Sa

mp

le N


Geology

En

viro

nm

en

t

Age

Re

cove

ry (

%)

Fis

sure

s (1

-5)

RQ

D (

%)

Ind

ura

tion

(1



Water content (%)

WP W WL


Un

it W

eig

ht

(kN

/m³)

Void

Ratio

Ca

rbo

na

te (

%) Suppl.

Tests

Typ

e

En

clo

sure



Coordinates :

Comments :

Job :

Vibrocoring :

Report No.:

Date :

Encl. No.:

Prepared :

Checked :

Approved :

Date :

Date :

Date :

DVR90 -16.7


20 40 60 80Cv,Cvr (kN/m²)


10 20 30

SYD_VIB12

SYD_VIB12

2009-05-31

E : 632001 (m) N : 6274195 (m)

2D.212

SAM 2009-06-12

LAR 2009-06-30

JBC 2009-07-01

G 2G.20



0 - 20 cm: SAND, medium, well sorted, calcareous, w. shell fragments, grey

Ma Pg

20 - 75 cm: GRAVEL, very sandy, calcareous, w. shell fragments, grey

Ma Pg

75 - 80 cm: SAND, fine - medium, sl. clayey, silty, gravelly, calcareous, grey

Ma/Mw

Lg/Gc

80 - 95 cm: SAND, fine - medium, sl. clayey, silty, gravelly, calcareous, grey

Ma/Mw

Lg/Gc

95 - 180 cm: SAND, fine, clayey, silty, w. 2 - 4 cm clay layers 105, 125 and 175, w. gravel layers 145 - 150 and 168 - 173, grey

Ma/Mw

Lg/Gc

180 - 220 cm: SAND, medium - coarse, sorted, gravelly, calcareous, grey

Ma/Mw

Lg/Gc

220 - 280 cm: SAND, fine, clayey, silty, calcareous, grey Ma/Mw

Lg/Gc

1

2

3


Enclosure 2E.01 – 2E.21CPT Profiles with qc, fs, u and Rf

Danish Geotechnical Institute Project : 32490 Anholt Djursland OWF.

Prepared : MTM Date: 2009-06-22 Subject: NORD CPT 01

Checked : LAR Date: 2009-06-22 Page 1 / 1

Approved : JBC Date: 2009-06-22 Report 2 Enclosure: 2E.01 Rev.

Printed 2009-06-22 09:49:40

Lev

el(m

)

Dep

th(m

)

CPT name : NORD CPT 01

E : 631866

N : 6274172

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP

Cone area : 10.0 cm2

Rig : Minirig

Performed by : PHA

Remark : Stop reason: max depth

1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -16.5 m





Printed 2009-06-22 09:23:23

Lev

el(m

)

Dep

th(m

)


E : 626880

N : 6270496

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark : Stop reason: max thrust

1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

-16.25

-16.00

-15.75

-15.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -15.5 m





Printed 2009-06-22 09:25:15

Lev

el(m

)

Dep

th(m

)


E : 625145

N : 6269218

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

-16.25

-16.00

-15.75

-15.50

-15.25

-15.00

-14.75

-14.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -14.7 m





Printed 2009-06-22 09:32:51

Lev

el(m

)

Dep

th(m

)


E : 623503

N : 6268009

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

-16.25

-16.00

-15.75

-15.50

-15.25

-15.00

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -15.1 m





Printed 2009-06-22 09:33:33

Lev

el(m

)

Dep

th(m

)


E : 622549

N : 6267305

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

-16.25

-16.00

-15.75

-15.50

-15.25

-15.00

-14.75

-14.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -14.6 m





Printed 2009-06-22 09:34:30

Lev

el(m

)

Dep

th(m

)


E : 619936

N : 6265392

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-16.75

-16.50

-16.25

-16.00

-15.75

-15.50

-15.25

-15.00

-14.75

-14.50

-14.25

-14.00

-13.75

-13.50

-13.25

-13.00

-12.75

-12.50

-12.25

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -12.4 m





Printed 2009-06-22 09:52:06

Lev

el(m

)

Dep

th(m

)


E : 618362

N : 6264220

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-13.50

-13.25

-13.00

-12.75

-12.50

-12.25

-12.00

-11.75

-11.50

-11.25

-11.00

-10.75

-10.50

-10.25

-10.00

-9.75

-9.50

-9.25

-9.00

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -9.2 m





Printed 2009-06-22 09:36:28

Lev

el(m

)

Dep

th(m

)


E : 617730

N : 6263754

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-14.50

-14.25

-14.00

-13.75

-13.50

-13.25

-13.00

-12.75

-12.50

-12.25

-12.00

-11.75

-11.50

-11.25

-11.00

-10.75

-10.50

-10.25

-10.00

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -10.0 m





Printed 2009-06-22 09:37:08

Lev

el(m

)

Dep

th(m

)


E : 616313

N : 6262710

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-13.00

-12.75

-12.50

-12.25

-12.00

-11.75

-11.50

-11.25

-11.00

-10.75

-10.50

-10.25

-10.00

-9.75

-9.50

-9.25

-9.00

-8.75

-8.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -8.5 m


Prepared : MTM Date: 2009-06-22 Subject: SYD CPT 01B



Printed 2009-06-25 16:22:01

Lev

el(m

)

Dep

th(m

)

CPT name : SYD CPT 01B

E : 619834

N : 6255286

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark : Stop Reason: max depth

1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-12.75

-12.50

-12.25

-12.00

-11.75

-11.50

-11.25

-11.00

-10.75

-10.50

-10.25

-10.00

-9.75

-9.50

-9.25

-9.00

-8.75

-8.50

-8.25

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -8.4 m


Prepared : MTM Date: 2009-06-22 Subject: SYD CPT 02



Printed 2009-06-22 09:53:33

Lev

el(m

)

Dep

th(m

)

CPT name : SYD CPT 02

E : 620592

N : 6255362

Date : 2009-06-02

Cone no. : 080917

Cone type : TSP


Rig : Minirig

Performed by : PHA-ROB


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-15.75

-15.50

-15.25

-15.00

-14.75

-14.50

-14.25

-14.00

-13.75

-13.50

-13.25

-13.00

-12.75

-12.50

-12.25

-12.00

-11.75

-11.50

-11.25

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -11.3 m





Printed 2009-06-22 09:43:28

Lev

el(m

)

Dep

th(m

)


E : 623240

N : 6259224

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.50

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -17.0 m





Printed 2009-06-22 09:44:07

Lev

el(m

)

Dep

th(m

)


E : 624618

N : 6261576

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-22.25

-22.00

-21.75

-21.50

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -17.9 m





Printed 2009-06-22 09:44:34

Lev

el(m

)

Dep

th(m

)


E : 625664

N : 6263360

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.75

-21.50

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -17.3 m





Printed 2009-06-22 09:45:04

Lev

el(m

)

Dep

th(m

)


E : 626765

N : 6265241

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -16.9 m





Printed 2009-06-22 09:45:33

Lev

el(m

)

Dep

th(m

)


E : 627691

N : 6266825

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-22.00

-21.75

-21.50

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -17.5 m





Printed 2009-06-22 09:54:33

Lev

el(m

)

Dep

th(m

)


E : 628671

N : 6268496

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

-16.25

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -16.4 m





Printed 2009-06-22 09:46:17

Lev

el(m

)

Dep

th(m

)


E : 629388

N : 6269729

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -16.9 m





Printed 2009-06-22 09:46:46

Lev

el(m

)

Dep

th(m

)


E : 630098

N : 6270941

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.50

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -17.0 m





Printed 2009-06-22 09:48:28

Lev

el(m

)

Dep

th(m

)


E : 632176

N : 6274492

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.75

-21.50

-21.25

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -17.4 m





Printed 2009-06-22 09:48:59

Lev

el(m

)

Dep

th(m

)


E : 632000

N : 6274195

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA


1 2 3 4

10 20 30 40

qc (MPa)

qc (MPa)

0.1 0.2 0.3 0.4fs (MPa)

0.0 0.5 1.0 1.5u (MPa)

2 4Rf (%)

-21.00

-20.75

-20.50

-20.25

-20.00

-19.75

-19.50

-19.25

-19.00

-18.75

-18.50

-18.25

-18.00

-17.75

-17.50

-17.25

-17.00

-16.75

-16.50

4.50

4.25

4.00

3.75

3.50

3.25

3.00

2.75

2.50

2.25

2.00

1.75

1.50

1.25

1.00

0.75

0.50

0.25

0.00Level : -16.7 m

Enclosure 2F.01 – 2F.21CPT profiles with qt, ft, Bq, Rft, Qt, Fr, , Dr and cu




Approved : JBC Date: 2009-06-29 Report 2 Enclosure: 2F.01 Rev.

Printed 2009-07-07 15:08:26

Lev

el(m

)

Dep

th(m

)


E : 631866

N : 6274172

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

CLAY

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -16.5 m





Printed 2009-07-07 15:26:49

Lev

el(m

)

Dep

th(m

)


E : 626880

N : 6270496

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

Soil(Auto)

(SOIL02)

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -15.5 m





Printed 2009-07-07 15:30:46

Lev

el(m

)

Dep

th(m

)


E : 625145

N : 6269218

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

Soil(Auto)

(SOIL02)

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -14.7 m





Printed 2009-07-07 15:31:29

Lev

el(m

)

Dep

th(m

)


E : 623503

N : 6268009

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

CLAY

Soil(Auto)

(SOIL02)

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -15.1 m





Printed 2009-07-07 15:32:08

Lev

el(m

)

Dep

th(m

)


E : 622549

N : 6267305

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

.

Soil(Auto)

(SOIL02)

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -14.6 m





Printed 2009-07-07 15:32:44

Lev

el(m

)

Dep

th(m

)


E : 619936

N : 6265392

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

-14.0

-13.5

-13.0

-12.5

-12.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -12.4 m





Printed 2009-07-07 15:33:25

Lev

el(m

)

Dep

th(m

)


E : 618362

N : 6264220

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

Soil(Auto)

(SOIL02)

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

-14.0

-13.5

-13.0

-12.5

-12.0

-11.5

-11.0

-10.5

-10.0

-9.5

-9.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -9.2 m





Printed 2009-07-07 15:34:12

Lev

el(m

)

Dep

th(m

)


E : 617730

N : 6263754

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

-14.0

-13.5

-13.0

-12.5

-12.0

-11.5

-11.0

-10.5

-10.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -10.0 m





Printed 2009-07-07 15:34:53

Lev

el(m

)

Dep

th(m

)


E : 616313

N : 6262710

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

-14.0

-13.5

-13.0

-12.5

-12.0

-11.5

-11.0

-10.5

-10.0

-9.5

-9.0

-8.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -8.5 m


Prepared : MTM Date: 2009-07-01 Subject: SYD CPT 01B



Printed 2009-07-07 15:35:40

Lev

el(m

)

Dep

th(m

)

CPT name : SYD CPT 01B

E : 619834

N : 6255286

Date : 2009-06-07

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

-14.0

-13.5

-13.0

-12.5

-12.0

-11.5

-11.0

-10.5

-10.0

-9.5

-9.0

-8.5

-8.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -8.4 m





Printed 2009-07-07 15:36:19

Lev

el(m

)

Dep

th(m

)


E : 620592

N : 6255362

Date : 2009-06-02

Cone no. : 080917

Cone type : TSP


Rig : Minirig

Performed by : PHA-ROB

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

CLAY

SAND/SILT/CLAY

CLAY

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

-15.5

-15.0

-14.5

-14.0

-13.5

-13.0

-12.5

-12.0

-11.5

-11.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -11.3 m





Printed 2009-07-07 15:37:11

Lev

el(m

)

Dep

th(m

)


E : 623240

N : 6259224

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

Soil(Auto)

(SOIL02)

-26.0

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -17.0 m





Printed 2009-07-07 15:37:51

Lev

el(m

)

Dep

th(m

)


E : 624618

N : 6261576

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

CLAY

SAND/SILT/CLAY

CLAY

Soil(Auto)

(SOIL02)

-26.5

-26.0

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -17.9 m





Printed 2009-07-07 15:38:32

Lev

el(m

)

Dep

th(m

)


E : 625664

N : 6263360

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

CLAY

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-26.0

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -17.3 m





Printed 2009-07-07 15:39:14

Lev

el(m

)

Dep

th(m

)


E : 626765

N : 6265241

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -16.9 m





Printed 2009-07-07 15:40:12

Lev

el(m

)

Dep

th(m

)


E : 627691

N : 6266825

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

SAND

Soil(Auto)

(SOIL02)

-26.5

-26.0

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -17.5 m





Printed 2009-07-07 15:43:21

Lev

el(m

)

Dep

th(m

)


E : 628671

N : 6268496

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

-16.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -16.4 m





Printed 2009-07-07 15:44:13

Lev

el(m

)

Dep

th(m

)


E : 629388

N : 6269729

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

CLAY

SAND/SILT/CLAY

CLAY

.

Soil(Auto)

(SOIL02)

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -16.9 m





Printed 2009-07-07 15:44:57

Lev

el(m

)

Dep

th(m

)


E : 630098

N : 6270941

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

Soil(Auto)

(SOIL02)

-26.0

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -17.0 m





Printed 2009-07-07 15:45:41

Lev

el(m

)

Dep

th(m

)


E : 632176

N : 6274492

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

SAND

SAND/SILT/CLAY

SAND

Soil(Auto)

(SOIL02)

-26.0

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -17.4 m





Printed 2009-07-07 15:46:20

Lev

el(m

)

Dep

th(m

)


E : 632000

N : 6274195

Date : 2009-06-06

Cone no. : 080914

Cone type : TSP


Rig : Minirig

Performed by : PHA

Remark :

100 200 300 400cu (kPa)

1 2 3 4

10 20 30 40

qt (MPa)

qt (MPa)

0.1 0.2 0.3 0.4ft (MPa)

200 400 600 800Qt (-)

2 4 6 8Rft (%)

2 4 6 8Fr (%)

0.0 0.5 1.0 1.5Bq (-)

25 30 35 40´ (°)

20 40 60 80Dr (%)

SAND/SILT/CLAY

Soil(Auto)

(SOIL02)

-25.5

-25.0

-24.5

-24.0

-23.5

-23.0

-22.5

-22.0

-21.5

-21.0

-20.5

-20.0

-19.5

-19.0

-18.5

-18.0

-17.5

-17.0

-16.5

9.0

8.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

0.5

0.0Level : -16.7 m

Enclosure 2G.01 – 2G.20Particle Size Distribution Curves

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology

Medium grain size d50 (mm)

Uniformity coeff. d60 (mm) / d10 (mm)

Plasticity index WL - WP = IP (%)

Activity IP (%) / ler(%) = IA

CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/

FINE MEDIUM COARSE FINE MEDIUM COARSE FINE MEDIUM COARSE

CLAY SILT SAND GRAVEL STONE

28.86

2G

.01

11

0.0651

0.116 0.0029

0.128 0.0047

44.7

1.97

32490

Anholt. D

jursla

nd W

ind F

arm

20.952.9 32.0

32.0 0.72

EM

B2009-0

6-2

5LIV

2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB01 NORD_VIB012M 3T

SAND CLAY

BRegister - GSD 2.0 - 01/07/2009 14:31:04

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.02

11

0.0035

0.304

0.371

7.8

106.92

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-3

0R

IM2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB02 1M

SAND

BRegister - GSD 2.0 - 01/07/2009 14:35:58

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.03

11

0.0372

0.186

0.229

2.7

6.16

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-3

0R

IM2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB03 2B

SAND

BRegister - GSD 2.0 - 01/07/2009 14:38:03

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.04

11

0.0021

58.9

32490

Anholt. D

jursla

nd W

ind F

arm

22.254.5 32.3

32.3 0.55

EM

B2009-0

6-2

3R

IM2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB04 2B

CLAY

BRegister - GSD 2.0 - 01/07/2009 14:39:08

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.05

11

0.0036

0.109

0.138

8.5

38.55

32490

Anholt. D

jursla

nd W

ind F

arm

RIM

2009-0

6-3

0R

IM2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB05 2T

SAND

BRegister - GSD 2.0 - 01/07/2009 14:40:08

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.06

11

0.0855

0.178

0.193 2.26

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

6LIV

2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB06 1

SAND

BRegister - GSD 2.0 - 01/07/2009 14:41:09

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.07

11

0.12

0.18

0.193 1.61

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

6LIV

2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB07 1

SAND

BRegister - GSD 2.0 - 01/07/2009 14:42:02

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



G2.0

81

1

0.0059

0.534 0.0247

5.96 0.0377

6.3 23.1

1015.33

32490

Anholt. D

jursla

nd W

ind F

arm

24.654.3 29.7

29.7 1.29

RIM

2009-0

6-3

0

NORD_VIB08 NORD_VIB081B 2B

SAND CLAY

BRegister - GSD 2.0 - 30/06/2009 12:45:39

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.09

11

0.0799

0.146

0.184 2.3

32490

Anholt. D

jursla

nd W

ind F

arm

RIM

2009-0

6-3

0LIV

2009-0

6-3

0JLC

2009-0

7-0

1

NORD_VIB09 1T

SAND

BRegister - GSD 2.0 - 02/07/2009 07:49:36

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.10

11

0.128

0.0607 21.6

0.124 27.6

28.2

215.63

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

5R

IM2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB02 SYD_VIB021B 1T

SAND GRAVEL

BRegister - GSD 2.0 - 02/07/2009 07:50:59

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.11

11

0.0757

0.276

0.345 4.56

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

6LIV

2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB03 2T

SAND

BRegister - GSD 2.0 - 02/07/2009 07:52:18

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.12

11

0.11

0.136 0.197

0.156 0.221 2.01

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

6LIV

2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB04 SYD_VIB041B 1T

SAND SAND

BRegister - GSD 2.0 - 02/07/2009 07:53:15

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.13

11

0.0602

0.128

0.139 2.31

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

5LIV

2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB05 2T

SAND

BRegister - GSD 2.0 - 02/07/2009 08:25:57

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.14

11

0.0627

0.165

0.187 2.98

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

5LIV

2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB06 2T

SAND

BRegister - GSD 2.0 - 02/07/2009 08:26:57

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.15

11

0.0516

0.0985

0.11

2.9

2.13

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

6R

IM2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB07 1

SAND

BRegister - GSD 2.0 - 02/07/2009 08:27:51

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.16

11

0.0945

0.195 0.128

0.216 0.167

13.8

2.29

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

3R

IM2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB08 SYD_VIB081 2M

SAND SAND

BRegister - GSD 2.0 - 02/07/2009 08:28:50

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.17

11

0.124

28.3 0.0031

63.6 0.0069

41.9

512.9

32490

Anholt. D

jursla

nd W

ind F

arm

15.939.6 23.7

23.7 0.57

EM

B2009-0

6-2

3R

IM2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB09 SYD_VIB091M 2

GRAVEL CLAY

BRegister - GSD 2.0 - 02/07/2009 08:40:41

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



4.23

2G

.18

11

0.081

0.189 0.009

0.21 0.0166

31.9

2.59

32490

Anholt. D

jursla

nd W

ind F

arm

33.184.0 50.9

50.9 1.6

EM

B2009-0

6-2

3R

IM2009-0

6-3

0JJLC

2009-0

7-0

1

SYD_VIB10 SYD_VIB101B 2M

SAND CLAY

BRegister - GSD 2.0 - 02/07/2009 08:42:16

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.19

11

0.074

0.203

0.231 3.12

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

5LIV

2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB11 2T

SAND

BRegister - GSD 2.0 - 02/07/2009 08:43:08

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

/ / / / /

/ / / / /= = = = =

- - - - -= = = = =

/ / / / /= = = = =

Boring/Sample No. :

Curve

Geology





CaCO3 (%)

Specific gravity dS

Note

Magle

bje

rgvej 1

, DK

2800 L

yngby

tlf +45 4

588 4

444 , w

ww

.geo.d

kG

rain

Siz

e D

istrib

utio

n

Perfo

rmed :

Date

:C

hecked :

Date

:A

ppro

ved :

Date

:

Job :

Encl. N

o :

Pg.

/



2G

.20

11

0.27

11.7

16.1 59.63

32490

Anholt. D

jursla

nd W

ind F

arm

EM

B2009-0

6-2

6LIV

2009-0

6-3

0JLC

2009-0

7-0

1

SYD_VIB12 1M

GRAVEL

BRegister - GSD 2.0 - 02/07/2009 08:43:57

0.001 0.01 0.1 1 10 100d (mm)0

10

20

30

40

50

60

70

80

90

100

(%)

Enclosure 2H.01 – 2H.07Thermal Conductivity Tests

w. shell fragments

Sample dia. 100 mm l 2,48 W/m-oC

Sample height 100 mm 1/l 0,40 oC - m/W

e - c kWh/m3 oC

rd - g/cm3 Q 3,06 W/m

w 17,5 % r2 0,94

rs (est.) 2.65 g/cm3 S0 - %

l : Thermal conductivity 1/l : Thermal resistivity c : Heat capacity

Q : Heat input

Depth 0,5 m Bor. No. NORD VIB02

Level: -16 m Lab. No. 1

Project: 32490 Anholt. Djursland OWF

Test : LIV Date : 20090624 Subject: Thermal conductivity

Control : JLC Date : 20090625

Approved : LFJ Date : 2009-06-30 Report 2 Encl. No. 2H.01 Page: 1 / 1

Geology: SAND, fine - medium, sl. silty, sl. gravelly, calcareous,

Test Procedure: Thermal Needle Probe ASTM D5334-92

24,06

24,08

24,1

24,12

24,14

24,16

24,18

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)

sl. Calcareous



e 0,839 c kWh/m3 oC

rd 1,441 g/cm3 Q 3,06 W/m

w 31,2 % r2 0,98

rs (est.) 2.65 g/cm3 S0 98,6 %


Q : Heat input


Level: -15,65 m Lab. No. 2




Approved : LFJ Date : 20090630 Report 2 Encl. No. 2H.02 Page: 1 / 1

Geology: CLAY, highly plastic, silty, very silty at 63 - 70, sl. sandy,


24,25

24,3

24,35

24,4

24,45

24,5

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)

w. shell fragm., w. shell layer 82 - 83



e 1,879 c kWh/m3 oC

rd 0,931 g/cm3 Q 3,06 W/m

w 67,4 % r2 0,99

rs (est.) 2,68 g/cm3 S0 95 %


Q : Heat input







Geology: CLAY, highly plastic, sl. silty, w. few gravels, calcareous,


24,55

24,6

24,65

24,7

24,75

24,8

24,85

24,9

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)

w. unhardened parts, w. few crushed dark grey flint gravels



e - c kWh/m3 oC

rd - g/cm3 Q 3,06 W/m

w 24,3 % r2 0,98

rs (est.) 2,71 g/cm3 S0 %


Q : Heat input

Depth 0,3 m Bor. No. SYD VIB01






Geology: LIMESTONE, silty, sandy, hardned


24,46

24,48

24,5

24,52

24,54

24,56

24,58

24,6

24,62

24,64

24,66

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)

w. shell fragments



e - c kWh/m3 oC

rd #VÆRDI! g/cm3 Q 3,06 W/m

w 20,7 % r2 0,94

rs (est.) 2.65 g/cm3 S0 - %


Q : Heat input







Geology: SAND, fine - medium, well sorted, non calc., sl. organic,


24,18

24,2

24,22

24,24

24,26

24,28

24,3

24,32

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)



e - c kWh/m3 oC

rd #VÆRDI! g/cm3 Q 3,06 W/m

w 22,2 % r2 0,93

rs (est.) 2.65 g/cm3 S0 - %


Q : Heat input







Geology: SAND, fine-medium, sorted, sl. silty, non calc., w. shell fragm.


24,08

24,09

24,1

24,11

24,12

24,13

24,14

24,15

24,16

24,17

24,18

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)

w. shell fragm.



e 2,596 c kWh/m3 oC

rd 0,737 g/cm3 Q 3,06 W/m

w 94,4 % r2 0,99

rs (est.) 2.65 g/cm3 S0 95,3 %


Q : Heat input







Geology: CLAY, highly plastic, silty. non calc. organic to very organic,


24

24,05

24,1

24,15

24,2

24,25

24,3

3 3,2 3,4 3,6 3,8 4

LN (time,sec)

Te

mp

era

ture

(d

eg

ree

C)

Appendix 2.IDatasheet – Merete Chris

(1 page)

m.s. "MERETE CHRIS"

Dykker- & Entreprenørskib Telefon 20 40 31 63 54 Fax 20 40 32 63 54 Besætning 3 personer Beboelse 6 personer Redningsmidler 6 personer Tonnage BRT 247 NRT 74 Klassifikation Bureau Veritas class I 3/3 E - Dredger Bygget 1966 / 1987 Længde 42,19 m Bredde 7,50 m Dybgang Tom: 1,8 m Lastet: 2,4 m Lastekapacitet 300 ton eller 173,5 m3 (last 10,47 x 5,0 x 3,32 m) Fremdrivning Scania DS11, 530 HK Fart Tom: 9,0 knob Lastet: 8,5 knob

Arbejdsudstyr: Sennebogen 640 R-HD 50 ton kran Standard udstyr: Bom 16,0 m. Gravedybde indtil 35,0 m. Grab 2,5 m3 Tandgrab. Fladgrab. Polypgrab.

Støtteben 2 stk, forankrer indtil 9,5 m dybde 4 stk. hydrauliske varpspil med 3,5 ton træk Capstane agter med 3,5 ton træk Motorbåd 55 HK Option – Elektronisk positionering med RTK GPS og PMS positioneringssoftware

Søren Nymarksvej

m.s. "MERETE CHRIS" er velegnet til:

• Molebyggeri og stenarbejder

• Planerings- og

bundsikringsarbejder

• Oprensnings- og uddybningsarbejder

• Rørlægnings- og

dykkerarbejder

• Rammearbejder

• Mange former for entreprenør arbejde i øvrigt

PETER MADSEN REDERI A/S 8 DK-8270 Højbjerg Telefon +45 8629 0100 Fax +45 8629 4333 www.peter-madsen.com [email protected]

Appendix 2.II

Datasheet - CPT Equipment and Cone Calibration Data

(9 pages)

EXPERTS IN SOIL, WATER AND THE ENVIRONMENT

S-D

A-U

K-0

11-0

1

Description: GeoLight is a marine CPT rig designed for 4-ton effective CPT ballast for working at water depth up to 100 m. The rig has a hydraulic wheel drive system and the online registration of all parameters gives a safe and controlled operation

System set-up: GeoLight: Umbilical cable Control Unit for GeoLight Data acquisition package

Option: Tension winch with umbilical

GeoLight: Dimension: L x W x H: 1.6 m x 1.6 m x 2.0 m Weight in air: 5 ton Weight in water: 4 ton

Specification:

Thrust system: Hydraulic wheel drive system 10 cm

2 CPT rods

Thrust capacity: 40 kN Rate of penetration 20 mm/sec Operation depth Up to 100 m Online registration: Penetration depth, penetration

rate and cone readings Power supply: 440 VAC/60 Hz, 18 kW and

stable 220 V Lifting wire: Min. 20 mm

Umbilical Standard Scorpio Cable type: 6169

Control Unit for GeoLight Standard PC with 2 serial RS 232 Ports and GEOs software

for rig control. Data acquisition packet Standard PC with GEO’s data acquisition software, with

online display of data.

Data stored in GEO format. Printout of results in field and conversion to ascii form. CPT set-up in accordance with ISSMFE Procedures 1988.

GeoLight

GEO

Maglebjergvej 1

2800 Lyngby

Tel: 4588 4444

www.geo.dk

[email protected]

2007-09-28/HGR

Data Sheet

Appendix 2.IIIDatasheet – Vibrocore Equipment

(4 pages)

RESOURCES

Geo-Corer 3000 + 6000�� "!#%$

&(' )*�+-,/.�0�1 +243")"+-,/5�*�)-6

7777777

8:9<;>= ?A@CBED>FGBIHGJLKNM"9POQ@CRTSU9WV>HX�@CVZYIBIH[X\B4@]?^V>@`_aRIHGJEBb _aRIcPcdM>BfeEegB4c#h�iGBI@CRLSd9<V>HjkBIcP9<RIOQc<BNl�m-V4efSGno?]?^BpJLSd9qYZBn\RrefK S�V�8kRIHGs>c<B l�t[VQs>FQcWR4@X�9qYZVZSU9uHG;wvxR4@`@CB4cy8xBERps8:9<;>={z�FGRIcP9qS�K[m|V>@CBre

}Q~q�r�x��r��Q~<�T��y��~��r��{�Q�#��P�G�y <�y g¡#¢£¢#¢¤�¥�¢#¢£¢[¦ §©¨ª�£¦ «y� ¬ <�#®y¯°��±°²A³A´�yµ �£²A¶· ¸¦ ²Uÿµ¹µ ³»ºy ¸¦ ¼½�y±y´>¼¾¦¹¿# <�£²d�� W�� À§A³°§A¶W�yÁ ²d¨�ÂUÿ¿#µ ��¶Ã�Â°��±°��¶· <¨�¶W�%¬Ã¨#§A¶I¦Ä±U¶W�{ÿµ¹µ/²d�yÁÅÁÆ��±N§d�£¨�¿°�£º{§d�£º�¦¹ÁÆ�y±½¶Ç§ <ÿ±°«�¦¹±�«È¬· <�yÁÉ²U�yÁÅÂU¨£²A¶�§dÿ±�º£§o¶Ã�x§A¶·¦ ¬Ê¬�²°µ ¨�³½§\ÿ±�ºË��¼½��±¯£±�²d�y±�§d�yµÄ¦ º#¨�¶W�£ºp²°��ÿµÄÌ½ÍÎEÏ�Ð/Ñ�Ò/ÓkÎfÒ/ÏÕÔ�ÐrÏ]ÖN×�Ó�Ø�ÒÙ�Ú�ÛÝÜoÛ£Þ¾ßPàgÞ�áWÛ�áÅâ£ã£ã#ãÝäæå�ã#ã£ã�çèÚ�é£ê�é�ëèÛyìÄì ßîídï�Þ`ë>ïá<Û£ðdÞ�áWñgÞ�òóÞ�ô°ÛyáCõyãpö½Û#éyá<êf÷#á<Þ�ô½Û�ïE÷°Û�áÃòÃÞ�á·øÆé�ï°ðdÛ�ùú4ûNü/ý<ý�þpÿ��/ÿ/ý��ÿ��ü�� "!$#�#$#�%'&(#$#�#�)+*�,�-��.$�0/�1 ��23��.546�7�089*: 8;*01<1�=>� :+: �01�*�,3.9? : ��* : 2A@ �9�3*�,3.01 �CB��D�3*0,$E : @F�9? @ :1G? H0�>@<IJ�0? H0�>@K)+��, : @6�ML3)N@6? ��,O*�,3. : 8;*0�F@P/�L$1G1 �Q��LP@ : 2 : @F��8SRT? @�7��U0L$?G�7� : *'1<?G8V? @F�$.W��0? : @6?G,�HW/3�+IJ�0�"��4"XY@F��, : 8;*>Z(?G8VL�8SRI[�3�0,\IJ�0�ME+?<,3H]?G, : @^? 4_4�)31 *�2 : B

Òa�bdcea�fDgehJiJj�bdc k�lnmoa\b�a�pqh�rsh�bstu�v3wyxNz {0|3}${0~7}��P�0|P�6� �0��~7{�z^� �0|�� x�}�w�x�� 0|�w�}�� 0~]z {��+�G|��+�0~7w�xS�� w�|3��z6vn�<|��~ }��G|�{0~F�A�C��<�G|3w�~7x��[� z6v�{0|�G|>zFw�~6|�{0��}0� {0�;w�z w�~��3�+��W�V�S�u�v3w�xN�>xNz w��y�+{0|��3w�w�{$x3�G� �W�;��}0� �6� w$}]� �0~Pz {��+�G|��'x3v3��~FzFw�~�+�0~7w�xD��S�u�v3w�� 0~7�+w��0|�z6v3w��Pz z^�<|3��x3v3�$wJ�+{�|��3w�{$}K�6��xNz w�}[��x3�G|��}0� �_� w0~7w0|Pz�}$w�{$}��w�� vPzexD��|�z6v3wO��<��~7��s�$|�� zM�

¢¡�¡�£�¤¦¥�§©¨\¤¦ª¬«®

¯¯¯¯¯¯

°J±P²´³D±Pµ ¶[²�³]·'¸'µ7¹�°J±+º5»[µ7¼o½¾�¼O¿[À7¿'¶[µ7¹O³]ÀCÁ9³�·'·'µ�Â5¶ÁÃµ�Â5¼]²�³]À�ÄWÅ�·'À7¿[²´³D±Pµ ¿ÆÂÄÇÂ�ÈJµQ²�¿[Â'ÉÊ¼�Â�±�³�À>°©º'²ËÈ]¼DÌ5½Í ¿[À�À�º�±+µ7¿[Â9Î�Â�È]¼o½o±Pµ ¶'³�±+µ7¿[ÂÏ½¾�¼O¿Y±�¼Ï¹]¸'Â'µ7¹O³�À�Î�Â�ÈY¼o½�±+µ7¶'³D±Pµ ¿[ÂÏ½

ÐÏÑÓÒÕÔÕÖËÑ ×ÕØÇÙJÔ�Ú�ÛÆÜ]Ý�Ú¦Ú�Û�Þ+ß]Û�ÝCàá�â3ãqä�å æ>ç�è^å<é3êëâ�ã�ì�íAì0î<î ç+ï�ð�ñ7ì0ä$å íAò3â3ì�é3ê$ãnç�ó\è6â3ãAò+ç�ñ ãô3ì0ñMñ7ã0îNì0é�íVã$ì�ðNõÆñ7ã�è^ñMå ã�æ>ì�îKç�ó$è6â3ã�î<åGé3ã�ñFö�ï[â�å<î ãÆè^â�ãÆæ�åGô$ñ7çò+ç0ñ7ã0ñ+ñ ã�÷;ì0å<é3ðoå<é�ø�ä>ùsñ6å ê0â>èKä�ç�ð3å è6å ç0é

RESOURCES

�� !#"�$�$%"'&�(*) +*,-"/.10*&32�(*&�46570*895-:*;-"*(�894<,=) +�,?>*@9(�A#) "�B570�89$%"'&C@95%"') 0�8D+�@9(�&1(�8-"1:E:F(G$9)IHJ;EA :K(*8L4�&�:*AI) (�MEA :0*;L:*&�(L"') 0*8N2?) "',O(PHQ)I8E)[email protected](*)I8-"1:*8L(*8L57:�U

V�WYXFZ [%\ ]JW_^_`�abZ WG^_` cR\d`�edafWGgh \O^�X�[�giej�[�k�\l^m�n9oqp�oErLsbtGr*u�o*uwvEx=xExqy{z|xEx=x}n9~=��LoEo*��=oE�9� �*�LoE��7r��'n9~L�N~*�I�-�%�'uC�9�%�'�=u1~��9��~*u��Q�7~*��9onL~*�L�*� o=�_��FnE�E�T~��1r*u��7o��m�nE� ��1oE~��=u�o�� LrL�Dr��E� �wu�oL�'� oE�%�1oE��I��~w��o�u��Ln9r*u��OuC� ��sf�=��~��9��uC� ��s��=rS�?�<�'�#�To��=�-��~�� -r��I�� rS��u�~��9�9�Lr*u��~�� r*�O�7r=�%��E�

d¡�¢O£?¤<¥�¦�§�¡/¨�©Tª�«O¬�*®¯±°9²´³1µE¶%·Q¸L²*¹L²L·'º1µ�·�» ¼*¹½º�µL·1²¾º�²=¶9¿EÀ ·�¶Á»#¹Â°=» Ã�°-ÄÅ ¿9µ�À#» ·�ÆYÇ7¼*º�²=¶�È?» ·'°OµPÉJ»#¹E»IÉJ¿EÉR¼L³ËÊ�» ¶%·'¿EºCÌ9µ�¹9Ç7²�Í

RESOURCES

��

�� !"��#�$&%'#�()�"*�+�+�+",.-�+�+�+/10�2�35460�798&3�(6��( !"��#�$;:�� <�#�3�()7=��<?>@25<A8&(B3�C1��2A8�</10�D?EF��G H�IA8�G 2KJLG ( 0��()#�D�MON5+�+�+"$PNAQ�+�+SRTHVU�� 25U�G 2�HW#�2"U��0 U5XY��G H�IA8�<VG 2V35< �/10�D?EF��G H�IA8�G 2?EZ0�8[��( 0��()#�D�M�\�]�+1$^N5+�]�+_RTHVU�� 25U�G 25HV#�2"U��0 U5XY��G H�IA8�<WG 2V35< �`3�a a �?%'#�2A8b0�G 2 ��(cG d � UWef�=<�8[��C �gI �Y<5�=<�8[��ChG <"U�� <�G H2 � U"8[#14BG 8G 2A8[#V01<A860�25U�0�(bU1Q�+ $c46#�#�8

7=#�2A8b0�G 2 ��(OM9�fI �Y<�0�C1�W75#�2A8b0�G 2 ��(.G <V35<��UW46#�(�<A8[#�(60 H��1# 4i 0�(B()��a <"0�25Uja G 2 ��(O<kU3�(BG 25HV#�� ()0�8&G #.2l# 4@4O<�I #�()��M

��#�860�a=mn��G H�IA8.ob*jCpi 0�(c()��aq7=#�254BG H�3�(60�8&G #�2Ar s�M QjC��#�860�a=mn��G H�IA8.o)-tCpi 0�(c()��aq7=#�254BG H�3�(60�8&G #�2Ar uvM ujC`�#�#�8&��(BG 2A8�ob*jCpi 0�(c(6�.aq7=#�254BG H�3�(60�8&G #�2Ar U�G 0.C1��8[��( uM *wC`�#�#�8&��(BG 2A8�o)-tCpi 0�(c(6�.aq7=#�254BG H�3�(60�8&G #�2Ar U�G 0.C1��8[��( QvM \tC%'#�(B()# <�G #�2Yx^(6#�8[��798&G #�2',vC10�G 2A8[��2 0.2 7=� JLa ay<�8&(c3 7T8&3�()0�az<�8[��aA�50�({8{<Y0�()�_I #�8�U�G �"H�0�a |�0�2�G d�� Uv}

%'#�(6�ti 0�(B()��a <1C10 U��W# 4�<�860.G 2�a � <5<~<A8[��aq-NA*��G i�()#_�'2�G 8 ��a ��7T8&(cG 7=0�a a �~U�(BG |��2Wo6]tRTE�rU�#�3�i�a �?|�G i�(60�8[#�(��G i�()0�8&G 25H�`�()� ��3 ��2 7A� Q�\tm^d��G i�()0�8[#�(�e.XVG 25Ht`�#�()7=� - +tR5��0 UWEF�.G H�IA8{<Y#�2"��G i�()0�8[#�(��'2�G 8 0 UA�&35<�8O0.i�a �� N5]�+1$v-�+�+_RTH�ga ��7T8&(cG 7?x�#AXY��( -�\�+1��JK%"}A-��I 0 <��}A]�+tm^d

e�860�({8&G 25H�� #AXY��( Q�]'J:�3�2�2�G 25Htx�#AXY��(�\LJ

�ga ��7T8&(cG 7?��CSi�G a G 7=0�a NAQja ��0�U�<"# 4N�M ]tCSC�46#�(.� #AX?��(�0�25US75#�2A8&(6#�a <�� |�a 0�(�()��G 2546#�()7=� Uv}=x^��G 25<�3�a 0 8[� Uv}9�1��NA*jCSCm'G H�Il�3 0�a G 86�1ocm^�=U�()# |�#�a 8Or�3�25U��(�XY0�8[��( 7=#.2�2 ��7T8[#�(b<

�ga ��7T8&(cG 7?��CSi�G a G 7=0�ay%'0�i�a �_:��a �1�A8&G #�2 0�az46#�(�<�I 0�a a #AX�XY0�8[��(�#�� ()0�8&G #�25<k��N5+�+tC/10�25U�0�8[#�(b�L46#�(�U��XY0�8[��(�#�� ()0�8&G #.25<k��N5+�+tC<�860�G 2�a � <5<~<A8[��aq��a ��7T8&(cG 750�ay7=0�i�a �_(6��a�XVG 8&IVG 2A8[� H�()0�8[� U7=#�2�2 ��798[#�(U�G 0.C1��8[��(�(6��.aq+�M �tCt}�XVG U�8&IV(6��.aq+�M ]tC

�ga ��7T8&(cG 7=0.a�%'#�2A8&()#�a��2�G 8 �ga ��7T8&(cG 7?x�#AXY��(�7=#�2A8&()#�a�i5��JLCS� ��()�SC1��8[��(J~3A8[#�C10�8&G 7'<qXVG 8[7 I5$&# 4 4&}yXVI ��2l4B3�a a �W� ��2 ��8&()0�8[� U�W�A8&G #�2 0�a��qU��A8&I~8&()0�25<=U�3 75��(

%'#�(6�t��0�(B()��a >@�f,[�1�~� NAN�N CSCl,vNAQvN CSCt}�e�8)0�G 2�a � <=<"e�8[��aT-�NA*� ��25H 8&I��T*wCt}=#�(�-�C%'#�(6�V%�0�8[7 I ��(�o)e�860�G 2�a � <=<"e�8[��aT-�NA* r:n�.��a 0�7=��0�i�a �?%k3A8O8&G 25HVe�I #��_o)%'0�(Bi #�2"e�8[��a re�� 7 G 0�aq0�2A8&Gy4Ba #AX"$;i 0�7 R�|�0�a | �xgG |�#�8&G 25HV7=#�()�_i 0�(c(6��a�I ��0 U

%'#�(6�t��G 2 ��( >@�f,[�1�~� N5+�]tCSC�,�N�N5+tCSCt}�xv�n%� ��25H 8&Il*jC�#�(�-tC

�1� ��(60�8&G #�2 0�aT��A8&I <�860�2�U�0�(OUW*�+�+_Ct}�H�()��0�8[��( U��A8&IW(60�25H��_G <?#��A8&G #�2 0�am�#�G <A8&G 25Ht:�� 3�G ()��C1��2A8�< C10�D�G CS3�C�]Y8[#�2�}zXVI ��2?#�� ()0�8[� UtG 2"<A8&G 4�4�7 a 0��=<"#�(�I 0�(bUW<�#�G a <

0?8[#�(b<�G #�25$c4B(6��"<�8[��aT7=0�i�a ��}9U�G 0�C1��8[��(.NAQjCSCpG <"<�354�4BG 7 G ��2A8�~M@�nM�x^(6# |�G <�G #�2l# 4�I #�G <�8&G 25HV7=0�i�a �_G <Y#��A8&G #�2 0�a

/SG 2�G CS3�C�m��G H�IA8.i ��a #AX�Jn$c4B(60�C1� \�M ]tC�46#�( 8&I �1*wCpi 0�(B()��aq7=#.254BG H�3�()0�8&G #�2]�M ]tC�46#�( 8&I �V-�Cpi 0�(B()��aq7=#.254BG H�3�()0�8&G #�2

�

RESOURCES

��

�� !�� "��!� ��#$ ��%��

&(' ) *,+.-�/�01/2-�34-�/.57698;:�/<5<0>= '�3?= @�) /2-�0�A

B +.:�0.-�*C-�'$5 D.6E54F(G�= 8H@:�I JE:�' = 0E-�GLKNM;:�'H346�I G-�G�576�@-E5"D.-�/O @�) = G�= ';@98.6�I -�0 D = @�DH0�5"/2-�';@�5"DP0�57- -�IQ 0�I = G�= ';@C3?/2:�*C- D.6E54F(G�= 8H@:�I JE:�' = 0E-�GLKR G- :�GHS1-�= @�D$5T0 :�G$U");0�5�:�+VI -�KE) 8P576CW%8 = - M;-�0VXY /(= @ @�= ';@9D.- :�G D.6E54F(G�= 8H@:�I JE:�' = 0E-�GLKW 0�54:�Z;0 0�54:�= ' I -�0;0[0$57- -�I\Q�B]W^ J�= + /4:.576�/) ' = 5 5"D /2- -�F_8 D.:�0E-a`cbd*C6E576�/e +.:�/(/4-�I�8V= JE6E5 D.6E54F(G�= 8H@:�I JE:�' = 0E-�Ggf0�54:�= ' I -�0;0[0$57- -�Ih 0�8 /(= 'E@ 0 /2-�= ';346�/2M.= ';@1J�= +V/4:E5"= 6�'1*C6E5"= 6�'i576,Q j9k]lB;j M]6�/2-m+.:�/(/2-�I nTopf7qCorB�B;Q�stB$OLB[0$54:�= ' I -�0]0P0�57- -�IuQ�B$WB�B 8 = J.6E5"= ';@9+�:�/?/2-�I�D.- :�G 0�54:�= ' I -�0;0[0$57- -�I\Q�B]WB;Q M.)$5v5"= ';@C0 D.6 - /2-�8 I : M;- :�+ I -�KNM]:�/(+.6�'P0$57- -�IB$R M]6�/2-wM;:E57M.D.-�/ 0�54:�= ' I -�0;0[0$57- -�IxK\5") I = 8[54Z 8.-�KE/2-�8 I : M;- :�+ I -B;Y :�'$5"= F_/2-E5") /?'PJE:�I J.- oa-�I /(= '[f0�54:�= ' I -�0]0P0�57- -�IB$W I = '.-�/ y�z{b|5") +�-tnTopf7qCo}B;j�WCstB�B;jB;^ @�) = G�= ';@9+ I 6 M.k ~��,y��B;e D.6�= 0�5"= ';@PS>= /4-9/46�8.- :�'$5"= F2576�/v0�= 6�'CB]Ot*,*�0�57- -�IuM]:�+ I -B;h ) ';G-�/xS1:E57-�/V8.6$S1-�/ M;:�+ I - y��}kN-�J I :�/vF_= ';346�/4M;-�G

��D.-�J�= + /46VM]6�/2-�/$*C:�= '{0�5"/().Mu5") /2-�M;6�';0�= 0�5T0�6�3"�_5"D.-H+�:�0E-�*C-�'$5;&2M]:�'[+.-�346�I G-�G�576�@-E5"D.-�/\G�) /(= ';@�5"/4:�';0�8.6�/<5<:E5"= 6�'$A&�BNA�KE5"D.-,5�S169@�) = G�= ';@�8.6�I -�0t&vO�A�KE5"D.-90 I = G�= ';@t3?/2:�*C-�&4QEALS>= 5"D>J�= + /4:E576�/�&4^.Aa:�';G�) 8w576t0�= smG- :�G>S1-�= @�D$5T0%&vR�A:�I I 6$S>= ';@�576�:�G$U");0�5�5"D.-{G6$S>'uS1:�/vGi8.-�'.-E5"/2:E5"= 6�'�346�/4M;-�X

��6E5"D�@�) = G�= ';@�8.6�I -�0�&vO�AH:�/2-|M]6�' '.-VMu57-�G|:E5�5"D.-�576�8|+;Z�:�/(= @ @�= ';@�D.- :�G}&4YEA�K�S>D = M�D�:�/4-�/4-�F"-�';346�/2M]-�G�+;Z0�54:�= ' I -�0;0�0$57- -�I70$54:�Z]0c&�W�A$576�5"D.-[+.:�0E-�*C-�'$5�&�BNA�X

��D.-iJ = + /2:E576�/.) ' = 5�&2ÊA�= 0H8.6$S1-�/2-�G1+;Z�:i5"D /2- -�F_8VD.:�0E-�`�b�*C6E576�/�X$n 5V= 0c3?/2- -�I Z[*C6�J = ';@C= '�J.-�/<5"= M]:�I�G�= /4- MN5"= 6�'�S>= 5"D= 5v0p0 I = G�= ';@a3?/2:�*C-i&4QEAV= '�+.-E5�S1- -�'L5"D.-a@�) = G�= ';@[8.6�I -�0a&vO�A.:�';GH= 0{M]6�) 8 I -�G[+;Z�5"D.-a0�8 /(= ';@ 0a&4hEAV= '�+.6E5"DpG�= /4- MN5"= 6�';0X

��D.->+.:�/(/4-�IN&"B;jEA�*C:�G-16�3.0$54:�= ' I -�0]0i0�57- -�IN= 0gM]6�' '.- MN57-�G�S>= 5"D�5"D.-,+.:�/(/4-�IN8 = JE6E5�&4eEA�+EZ�5�S16>I 6 M.k]= ';@,+.6�I 5<0C&"B�BNA:�I I 6$S>= ';@�576[8 )$5�5"D.-i+�:�/?/2-�I�= '{:PD.6�/?= �E6�'$5�:�I_8.6�0�= 5"= 6�'�S>D.-�'L5"D�-iI = '.-�/$&"B$W�A = 0�-Es;5"/4: MN57-�GLX

��D.-H+.:�/?/2-�I!&"B;jEA�= 0i8 /26�J�= G-�G�S>= 5"D�5"D.-iM�)$5�5"= ';@�0 D.6 -P&�B;QEA�K(S>D = M�D�3?= s�-�0p5"D.-iM;6�/4-iM]:E57M�D.-�/]&�B$R�A= 'i= 5�0i8.6�0 = 5"= 6�'X�nT'M]6�'�U() '.Mu5"= 6�'[S>= 5"DC5"D.-�:�'$5"= F /4-E5") /('1J.:�I J.-�&"B;YEAa6�'C5"D.-,576�8m6�35"D.-�+.:�/(/4-�I�&"B;jEA�K]5"D = 0t8 /4-�J.-�'$5T0C5"D.-�M]6�/2-m3?/26�**C6�J�= ';@[+.: M�k!S1:�/�G 0�S>D = I -i8 ) I I = ';@[= 5$6�)$5N6�3�5"D�-i+.6E5�576�*9X

`my�z{b�I = '.-�/$&"B$W�A = 0c);0.-�G{576[/4- M;6�JE-�/�5"D.-�M]6�/2-�X

��D.-�@�) = G�= ';@�+ I 6 M.k{&�B;ÊA�@�) = G-�0�5"D.-�+.:�/?/2-�I�&"B;j.A�= '{5"D.-g+.:�0E-�*C-�'$5E&�BNA�X�n 5�= 0P8.6�0�= 5"= 6�'.-�Gg= '{5"D.-g+.:�0E-�*C-�'$5NJ = :P:3?I :�8X

��D.-{0�57- -�I<S>= /2-i&�B;eEAE:�'EG{5"D.-[8.6$S1-�/�0�) 8 8 I ZpM;:�+ I -i&�B;hEA.:�/4-[);0E-�G{576aG-�8VI 6�ZL5"D.-{J = + /26 M]6�/2-�/�3?/46�*�5"D.-aJE-�0;0E-�I�X

��D.-i-�I - Mu5"/(= Mc*C6E576�/$6�3\5"D.-�J = + /2:E576�/;&4ÊA�= 0�6�8.-�/2:E57-�Gg&v0\S>= 57M�Da6�'$f76�3�3TA�J�= :c5"D.-g8.6$S1-�/u0 ) 8 8 I ZaM;:�+ I -H&�B;hEA :�';G�5"D.-M]6�'$5"/46�I�) ' = 5.X

��D.-m/2-��) = /2-�G9D.6�= 0$5"= ';@98.6$S1-�/$S>D = I -1G�/2:$S>= ';@�5"D.-9+.:�/(/4-�I�&�B;jEA�6�)$5�6�3.5"D.-C0E- :�+.-�G9= 0w/2-�G�).M;-�G9+;Z[5"D.-346�) /v346�I G9/2-�G�).MN5"= 6�'g6�3.5"D.-10$57- -�I�D�6�= 0�5"= ';@>M]:�+ I -m&"B;eEA�X

Documents

Anholt/Djursland Offshore Wind Farm Geotechnical ...Ramboll Wind has on behalf of Energinet.dk contracted GEO (Danish Geotechnical Insti-tute) to conduct the geotechnical site investigations