Project type Soldier pile wall Geometry and FE model · Geometry and FE model Project type Soldier pile wall Project title Tut-SoldierPileWall-1 Date 06.08.2019 Company/Author ZACE

Geometry and FE modelProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author

ZSsoldierPileWall - soldier pile wall (FE) calculator - v19.03 : Tut-SoldierPileWall-1.inpw v.19.03 Page 1

0.00m

12.00

20.00m

9.00

L=12.0m

Lf=8.0m, α=25⁰Lv=6.0m

Anchor 1: F₀=400kN

4.00

10kN/m²

H=2

0.0m

B₁=15.0m B₂=30.0m

8.0m

Wall and supportingsystem characteristics

Project type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Wall characteristicsProperty Symbol Unit Value

Detailed construction type Standard RC pile

Length L m 12.0

Spacing (out of plane) s m 2.5

Installation time t0

day 5.0

Profile(s)

Pile

Class of concrete - C20/25

Young's modulus E MPa 30000.0

Poisson's coefficient ν - 0.2

Diameter d cm 60.0

Unit weight γ kN/m3 24.0

Soil-pile interface friction coeff. ratio Rint

- 1.0

Lagging

Material type - Wood

Class of material - C22

Thickness t cm 10.0


Poisson's coefficient ν - 0.2

Unit weight γ kN/m3 4.1

Technological gap in soil-lagging interface gi

cm 0.0

Soil-lagging interface friction ratio Rint

- 0.6

AnchorsProperty Symbol Unit ANCHOR 1

Free anchor length Lf

m 8.0

Anchor bond length Lv

m 6.0

Depth z m 4.0


Cross section area A cm2 4.5

Prestress force F0

kN 400.0

Inclination angle α deg 25.0

Anchor spacing (out of plane) s m 1.0

Diameter of drill hole Ddh

mm 150.0

Wall and supportingsystem characteristics



Property Symbol Unit ANCHOR 1

External shear resistance qs

kPa 300.0

Installation time t-t0

day 25.0

General settingsProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Analysis settingsProperty Unit Value

Type of analysis Two-phase Steady state

Duration of excavation stages after wall installation [day] 50.0

Duration of consolidation after completing the excavation [day] 120.0

Number of computational steps for each excavation stage [-] 1

FE mesh density Automatic

Construction stagesProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


IN SITU - WALL WALL - ANCH:1ANCH:1 -EXC.END

Analysis status Completed Completed Completed

Offset between anchor/nail and platform 0.5 [m]

Delay of excavation beginning 0.0 [day] 1.0 [day]

Excavation stage split 5 5

Number of computational steps for this stage 1 1

Time step amplification factor 1.0 1.0

Break after last excavation step in this stage 0.0 [day]


Soil ParametersProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author

Parameter Symbol Unit Sand 1 Sand 2

Unit weight

Unit weight γ [kN/m3] 19.0 19.0

Dry unit weight γD

[kN/m3] 16.52 17.27

Voids ratio e0

[-] 0.604 0.534

Deformation

Un-/reloading modulus Eur

ref [kPa] 80000.0 100000.0

Poisson's coefficient ν [-] 0.2 0.2

Stiffness exponent m [-] 0.5 0.5

Extension to small strain stiffness HSs [-] Active Active

Small strain initial modulus E0ref [kPa] 240000.0 300000.0

Small strain stiffness threshold γ0.7

[-] 0.0001 0.0001

Reference stress σref

[kPa] 100.0 100.0

Secant modulus E50

ref [kPa] 27000.0 33000.0

Strength

Friction angle φ [deg] 34.0 37.0

Cohesion c [kPa] 1.0 1.0

Dilatancy

Dilatancy angle ψ [deg] 4.0 7.0

Reference oedometric modulus Eoed

ref [kPa] 27000.0 33000.0

Compressibility

Ko for normally-consolidated soil K0NC [-] 0.441 0.398

Reference vertical oedometric stress σoed

ref [kPa] 200.0 200.0

Stress history Stresshistory

via OCR via OCR

Initial state

Automatic evaluation 0 0

In situ Ko coefficient K0in situ [-] 0.5 0.5

Stress history

Overconsolidation ratio OCR [-] 1.1 1.1

Preoverburden pressure qPOP [kPa] 300.0 300.0

Permeability

Permeability coefficient in horizontal direction kh

[m/s] 0.0001 0.0001

Permeability coefficient in vertical direction kv

[m/s] 0.0001 0.0001

Soil water retention curve

Saturation constant α [1/m] 5.0 5.0

Residual degree of saturation Sr

[-] 0.0 0.0

Fluid bulk modulus KF

[kPa] 2000000.0 2000000.0


Wall head/tip horizontalmovement time history



Wall horizontaldeformation



Settlement behind thewall



Sectional forcesProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Envelopes of sectionalforces





Depth [m] Mz+ [kNm] Mz- [kNm] Qy+ [kN] Qy- [kN] Nx+ [kN] Nx- [kN]

-0.00 0.00 -0.23 1.24 0.00 0.00 -1.79-0.30 0.02 -0.25 1.24 0.00 0.00 -1.79-0.30 0.02 -0.25 4.66 0.00 0.00 -5.97-0.60 0.97 -0.19 4.66 0.00 0.00 -5.97-0.60 0.97 -0.19 10.77 0.00 0.00 -10.89-0.90 3.15 0.00 10.77 0.00 0.00 -10.89-0.90 3.15 0.00 18.15 0.00 0.00 -17.25-1.20 7.42 0.00 18.15 0.00 0.00 -17.25-1.20 7.42 0.00 28.66 0.00 0.00 -25.01-1.50 14.64 0.00 28.66 0.00 0.00 -25.01-1.50 14.64 0.00 42.06 -1.13 0.00 -33.14-1.80 25.85 0.00 42.06 -1.13 0.00 -33.14-1.80 25.85 0.00 53.36 -2.10 0.00 -40.87-2.02 36.62 0.00 53.36 -2.10 0.00 -40.87-2.03 36.62 0.00 67.44 -2.61 0.00 -48.65-2.25 50.55 0.00 67.44 -2.61 0.00 -48.65-2.25 50.55 0.00 81.70 -2.88 0.00 -56.91-2.48 67.59 0.00 81.70 -2.88 0.00 -56.91-2.47 67.59 0.00 98.79 -2.95 0.04 -65.59-2.70 88.29 0.00 98.79 -2.95 0.04 -65.59-2.70 88.29 0.00 117.59 -2.83 0.93 -75.84-3.00 121.64 0.00 117.59 -2.83 0.93 -75.84-3.00 121.64 0.00 143.68 -5.39 1.86 -88.82-3.30 162.39 -0.31 143.68 -5.39 1.86 -88.82-3.30 162.39 -0.31 172.31 -7.94 2.71 -102.76-3.60 211.63 -0.84 172.31 -7.94 2.71 -102.76-3.60 211.63 -0.84 197.92 -9.25 3.46 -115.06-3.90 269.47 -1.23 197.92 -9.25 3.46 -115.06-3.90 269.47 -1.23 84.95 -54.59 4.10 -246.04-4.20 265.11 -1.50 84.95 -54.59 4.10 -246.04-4.20 265.11 -1.50 89.51 -162.27 5.58 -313.02-4.50 235.25 -1.66 89.51 -162.27 5.58 -313.02-4.50 235.25 -1.66 79.25 -147.83 8.40 -316.76-4.73 215.51 -1.71 79.25 -147.83 8.40 -316.76-4.73 215.51 -1.71 65.10 -133.08 10.75 -324.30-4.97 197.48 -1.72 65.10 -133.08 10.75 -324.30-4.97 197.48 -1.72 47.84 -118.20 12.96 -330.57-5.20 185.14 -1.69 47.84 -118.20 12.96 -330.57-5.20 185.14 -1.69 29.65 -106.42 15.00 -336.75-5.43 190.20 -1.64 29.65 -106.42 15.00 -336.75-5.43 190.20 -1.64 11.98 -90.55 16.86 -343.48-5.67 191.30 -1.57 11.98 -90.55 16.86 -343.48-5.67 191.30 -1.57 0.20 -74.56 18.50 -349.96-5.90 188.65 -1.49 0.20 -74.56 18.50 -349.96-5.90 188.65 -1.49 0.27 -61.49 19.92 -356.66-6.13 182.59 -1.92 0.27 -61.49 19.92 -356.66-6.13 182.59 -1.92 0.32 -49.04 21.10 -363.66-6.37 173.53 -12.38 0.32 -49.04 21.10 -363.66-6.37 173.53 -12.38 0.36 -48.04 22.04 -370.46-6.60 162.03 -19.92 0.36 -48.04 22.04 -370.46-6.60 162.03 -19.92 5.60 -53.64 22.74 -377.61-6.83 148.71 -24.19 5.60 -53.64 22.74 -377.61-6.83 148.71 -24.19 22.63 -59.59 23.17 -384.75-7.07 134.12 -24.12 22.63 -59.59 23.17 -384.75-7.07 134.12 -24.12 36.51 -62.97 24.60 -391.48-7.30 118.82 -19.73 36.51 -62.97 24.60 -391.48-7.30 118.82 -19.73 39.23 -63.88 26.51 -398.28-7.53 103.36 -12.17 39.23 -63.88 26.51 -398.28-7.53 103.36 -12.17 58.53 -62.61 28.02 -404.53




Depth [m] Mz+ [kNm] Mz- [kNm] Qy+ [kN] Qy- [kN] Nx+ [kN] Nx- [kN]-7.77 88.24 -3.08 58.53 -62.61 28.02 -404.53-7.77 88.24 -3.08 74.32 -59.63 29.07 -409.70-8.00 75.17 -3.84 74.32 -59.63 29.07 -409.70-8.00 75.17 -3.84 75.71 -55.25 29.59 -406.79-8.25 77.70 -4.77 75.71 -55.25 29.59 -406.79-8.25 77.70 -4.77 72.89 -50.07 29.76 -395.98-8.50 77.00 -5.39 72.89 -50.07 29.76 -395.98-8.50 77.00 -5.39 60.37 -44.23 29.52 -380.40-8.75 73.49 -5.75 60.37 -44.23 29.52 -380.40-8.75 73.49 -5.75 44.72 -37.97 28.83 -364.11-9.00 72.66 -5.88 44.72 -37.97 28.83 -364.11-9.00 72.66 -5.88 28.99 -31.54 27.68 -347.85-9.25 77.84 -5.83 28.99 -31.54 27.68 -347.85-9.25 77.84 -5.83 13.71 -30.89 26.07 -331.48-9.50 79.31 -5.66 13.71 -30.89 26.07 -331.48-9.50 79.31 -5.66 2.84 -32.14 23.97 -315.06-9.75 77.14 -6.80 2.84 -32.14 23.97 -315.06-9.75 77.14 -6.80 3.31 -31.41 21.39 -298.66

-10.00 71.48 -7.35 3.31 -31.41 21.39 -298.66-10.00 71.48 -7.35 3.73 -29.35 19.14 -281.96-10.25 62.84 -7.37 3.73 -29.35 19.14 -281.96-10.25 62.84 -7.37 4.10 -39.38 16.79 -264.01-10.50 52.27 -7.71 4.10 -39.38 16.79 -264.01-10.50 52.27 -7.71 5.68 -44.68 13.71 -244.25-10.75 40.89 -7.39 5.68 -44.68 13.71 -244.25-10.75 40.89 -7.39 6.97 -45.95 9.86 -223.31-11.00 29.59 -6.36 6.97 -45.95 9.86 -223.31-11.00 29.59 -6.36 8.44 -43.67 5.19 -202.32-11.25 19.17 -4.82 8.44 -43.67 5.19 -202.32-11.25 19.17 -4.82 9.98 -37.87 0.00 -182.13-11.50 10.38 -2.96 9.98 -37.87 0.00 -182.13-11.50 10.38 -2.96 10.42 -28.14 0.00 -162.74-11.75 4.15 -1.06 10.42 -28.14 0.00 -162.74-11.75 4.15 -1.06 8.36 -13.63 0.00 -146.08-12.00 1.92 0.00 8.36 -13.63 0.00 -146.08

Envelopes - Bendingmoment



Bending moment with corresponding Shear force and Axial forceDepth [m] Mz+ [kNm] Qy [kN] Nx [kN] Mz- [kNm] Qy [kN] Nx [kN]

-0.00 0.00 0.00 0.00 -0.23 0.97 -1.79-0.30 0.02 1.24 -1.68 -0.25 0.97 -1.79-0.30 0.02 3.71 -4.75 -0.25 4.60 -5.97-0.60 0.97 3.71 -4.75 -0.19 1.15 -4.46-0.60 0.97 6.56 -6.70 -0.19 3.59 -7.69-0.90 3.15 6.56 -6.70 0.00 0.00 0.00-0.90 3.15 2.55 -4.78 0.00 0.00 0.00-1.20 7.42 18.12 -14.55 0.00 0.00 0.00-1.20 7.42 28.66 -20.80 0.00 0.00 0.00-1.50 14.64 28.66 -20.80 0.00 0.00 0.00-1.50 14.64 42.06 -27.08 0.00 0.00 0.00-1.80 25.85 42.06 -27.08 0.00 0.00 0.00-1.80 25.85 53.36 -32.87 0.00 0.00 0.00-2.02 36.62 53.36 -27.67 0.00 0.00 0.00-2.03 36.62 67.44 -32.45 0.00 0.00 0.00-2.25 50.55 67.44 -32.45 0.00 0.00 0.00-2.25 50.55 81.70 -37.38 0.00 0.00 0.00-2.48 67.59 81.70 -37.38 0.00 0.00 0.00-2.47 67.59 98.79 -42.38 0.00 0.00 0.00-2.70 88.29 98.79 -42.38 0.00 0.00 0.00-2.70 88.29 117.59 -47.91 0.00 0.00 0.00-3.00 121.64 117.59 -47.91 0.00 0.00 0.00-3.00 121.64 143.68 -54.95 0.00 0.00 0.00-3.30 162.39 143.68 -54.95 -0.31 -2.53 1.86-3.30 162.39 172.31 -62.51 -0.31 -2.13 2.71-3.60 211.63 172.31 -62.51 -0.84 -2.13 2.71-3.60 211.63 197.92 -67.68 -0.84 -1.69 3.46-3.90 269.47 197.92 -67.68 -1.23 -1.69 3.46-3.90 269.47 -16.29 -180.55 -1.23 -1.26 4.10-4.20 265.11 -16.29 -180.55 -1.50 -1.26 4.10-4.20 265.11 -110.15 -232.30 -1.50 -0.87 4.62-4.50 235.25 -110.15 -232.30 -1.66 -0.87 4.62-4.50 235.25 -98.32 -217.48 -1.66 -0.57 4.97-4.73 215.51 -91.49 -226.49 -1.71 -0.57 4.97-4.73 215.51 -79.54 -223.04 -1.71 -0.34 5.19-4.97 197.48 -79.54 -223.04 -1.72 -0.34 5.19-4.97 197.48 -70.45 -217.45 -1.72 -0.16 5.33-5.20 185.14 47.84 -71.93 -1.69 -0.16 5.33-5.20 185.14 29.65 -65.82 -1.69 -0.01 5.39-5.43 190.20 29.65 -65.82 -1.64 -0.01 5.39-5.43 190.20 11.98 -59.83 -1.64 0.11 5.35-5.67 191.30 11.98 -59.83 -1.57 0.11 5.35-5.67 191.30 -4.71 -53.99 -1.57 0.20 5.23-5.90 188.65 -4.71 -53.99 -1.49 0.20 5.23-5.90 188.65 -20.14 -48.29 -1.49 0.27 5.01-6.13 182.59 -20.14 -48.29 -1.92 -2.96 19.92-6.13 182.59 -33.83 -42.67 -1.92 -2.09 21.10-6.37 173.53 -33.83 -42.67 -12.38 -43.78 -363.66-6.37 173.53 -45.05 -37.24 -12.38 -26.22 -370.46-6.60 162.03 -45.05 -37.24 -19.92 -26.22 -370.46-6.60 162.03 -53.64 -31.97 -19.92 -11.69 -377.61-6.83 148.71 -53.64 -31.97 -24.19 -11.69 -377.61-6.83 148.71 -59.59 -26.92 -24.19 7.02 -384.75-7.07 134.12 -59.59 -26.92 -24.12 7.02 -384.75-7.07 134.12 -62.97 -22.28 -24.12 25.64 -391.48-7.30 118.82 -62.97 -22.28 -19.73 25.64 -391.48-7.30 118.82 -63.88 -18.01 -19.73 39.23 -398.28-7.53 103.36 -63.88 -18.01 -12.17 39.23 -398.28-7.53 103.36 -62.61 -14.06 -12.17 58.53 -404.53

Envelopes - Bendingmoment



Depth [m] Mz+ [kNm] Qy [kN] Nx [kN] Mz- [kNm] Qy [kN] Nx [kN]-7.77 88.24 -62.61 -14.06 -3.08 0.88 22.70-7.77 88.24 -59.63 -10.34 -3.08 1.08 21.85-8.00 75.17 27.11 -323.41 -3.84 -3.95 29.07-8.00 75.17 15.52 -308.86 -3.84 -2.40 29.59-8.25 77.70 15.52 -308.86 -4.77 -2.40 29.59-8.25 77.70 2.47 -294.34 -4.77 -1.16 29.76-8.50 77.00 2.47 -294.34 -5.39 -1.16 29.76-8.50 77.00 -9.83 -279.64 -5.39 -0.06 29.52-8.75 73.49 -9.83 -279.64 -5.75 -0.06 29.52-8.75 73.49 -19.96 -264.62 -5.75 0.88 28.83-9.00 72.66 44.72 -364.11 -5.88 0.88 28.83-9.00 72.66 28.99 -347.85 -5.88 1.67 27.68-9.25 77.84 28.99 -347.85 -5.83 1.67 27.68-9.25 77.84 13.71 -331.48 -5.83 2.31 26.07-9.50 79.31 13.71 -331.48 -5.66 -5.23 22.08-9.50 79.31 -1.36 -315.06 -5.66 -2.49 21.76-9.75 77.14 -1.36 -315.06 -6.80 -2.49 21.76-9.75 77.14 -15.98 -298.66 -6.80 -0.05 20.79

-10.00 71.48 -15.98 -298.66 -7.35 -0.05 20.79-10.00 71.48 -29.35 -281.96 -7.35 2.12 19.14-10.25 62.84 -29.35 -281.96 -7.37 2.12 19.14-10.25 62.84 -39.38 -264.01 -7.37 4.04 16.79-10.50 52.27 -39.38 -264.01 -7.71 -0.29 -44.86-10.50 52.27 -44.68 -244.25 -7.71 3.09 -42.15-10.75 40.89 -44.68 -244.25 -7.39 3.09 -42.15-10.75 40.89 -45.95 -223.31 -7.39 5.95 -40.27-11.00 29.59 -45.95 -223.31 -6.36 5.95 -40.27-11.00 29.59 -43.67 -202.32 -6.36 8.11 -39.29-11.25 19.17 -43.67 -202.32 -4.82 8.11 -39.29-11.25 19.17 -37.87 -182.13 -4.82 9.42 -39.30-11.50 10.38 -37.87 -182.13 -2.96 9.42 -39.30-11.50 10.38 -28.14 -162.74 -2.96 9.56 -40.41-11.75 4.15 -28.14 -162.74 -1.06 8.32 -8.70-11.75 4.15 -13.63 -146.08 -1.06 6.87 -15.31-12.00 1.92 6.19 -82.34 0.00 0.00 0.00

Envelopes - Shear forceProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Shear force with corresponding Bending moment and Axial forceDepth [m] Qy+ [kN] Mz [kNm] Nx [kN] Qy- [kN] Mz [kNm] Nx [kN]

-0.00 1.24 -0.20 -1.68 0.00 0.00 0.00-0.30 1.24 0.02 -1.68 0.00 0.00 0.00-0.30 4.66 -0.12 -5.36 0.00 0.00 0.00-0.60 4.66 0.73 -5.36 0.00 0.00 0.00-0.60 10.77 0.37 -10.89 0.00 0.00 0.00-0.90 10.77 2.50 -10.89 0.00 0.00 0.00-0.90 18.15 2.50 -17.25 0.00 0.00 0.00-1.20 18.15 6.40 -17.25 0.00 0.00 0.00-1.20 28.66 7.42 -20.80 0.00 0.00 0.00-1.50 28.66 14.64 -20.80 0.00 0.00 0.00-1.50 42.06 14.64 -27.08 -1.13 3.96 -3.17-1.80 42.06 25.85 -27.08 -1.13 3.50 -3.17-1.80 53.36 25.75 -27.67 -2.10 3.50 -2.31-2.02 53.36 36.62 -27.67 -2.10 2.98 -2.31-2.03 67.44 36.62 -32.45 -2.61 2.98 -1.52-2.25 67.44 50.55 -32.45 -2.61 2.38 -1.52-2.25 81.70 50.55 -37.38 -2.88 2.38 -0.73-2.48 81.70 67.59 -37.38 -2.88 1.75 -0.73-2.47 98.79 67.59 -42.38 -2.95 1.75 0.04-2.70 98.79 88.29 -42.38 -2.95 1.13 0.04-2.70 117.59 88.29 -47.91 -2.83 1.13 0.93-3.00 117.59 121.64 -47.91 -2.83 0.35 0.93-3.00 143.68 121.64 -54.95 -5.39 20.79 -8.45-3.30 143.68 162.39 -54.95 -5.39 18.87 -8.45-3.30 172.31 162.39 -62.51 -7.94 18.87 -4.82-3.60 172.31 211.63 -62.51 -7.94 16.28 -4.82-3.60 197.92 211.63 -67.68 -9.25 16.28 -1.24-3.90 197.92 269.47 -67.68 -9.25 13.36 -1.24-3.90 84.95 100.29 -73.93 -54.59 242.91 -246.04-4.20 84.95 123.50 -73.93 -54.59 225.08 -246.04-4.20 89.51 123.50 -80.47 -162.27 225.08 -313.02-4.50 89.51 147.27 -80.47 -162.27 176.33 -313.02-4.50 79.25 147.27 -83.81 -147.83 176.33 -316.76-4.73 79.25 162.88 -83.81 -147.83 141.47 -316.76-4.73 65.10 162.88 -77.98 -133.08 141.47 -324.30-4.97 65.10 175.98 -77.98 -133.08 109.50 -324.30-4.97 47.84 175.98 -71.93 -118.20 109.50 -330.57-5.20 47.84 185.14 -71.93 -118.20 81.12 -330.57-5.20 29.65 185.14 -65.82 -106.42 81.12 -336.75-5.43 29.65 190.20 -65.82 -106.42 55.38 -336.75-5.43 11.98 190.20 -59.83 -90.55 55.38 -343.48-5.67 11.98 191.30 -59.83 -90.55 33.22 -343.48-5.67 0.20 -1.57 5.23 -74.56 33.22 -349.96-5.90 0.20 -1.49 5.23 -74.56 14.73 -349.96-5.90 0.27 -1.49 5.01 -61.49 14.73 -356.66-6.13 0.27 -1.40 5.01 -61.49 -0.85 -356.66-6.13 0.32 -1.40 4.69 -49.04 129.20 -175.13-6.37 0.32 -1.31 4.69 -49.04 117.85 -175.13-6.37 0.36 -1.31 4.27 -48.04 117.85 -165.20-6.60 0.36 -1.22 4.27 -48.04 106.74 -165.20-6.60 5.60 42.69 -338.82 -53.64 162.03 -31.97-6.83 5.60 42.84 -338.82 -53.64 148.71 -31.97-6.83 22.63 42.84 -344.23 -59.59 148.71 -26.92-7.07 22.63 47.09 -344.23 -59.59 134.12 -26.92-7.07 36.51 47.09 -348.55 -62.97 134.12 -22.28-7.30 36.51 54.95 -348.55 -62.97 118.82 -22.28-7.30 39.23 -19.73 -398.28 -63.88 118.82 -18.01-7.53 39.23 -12.17 -398.28 -63.88 103.36 -18.01-7.53 58.53 -12.17 -404.53 -62.61 103.36 -14.06

Envelopes - Shear forceProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Depth [m] Qy+ [kN] Mz [kNm] Nx [kN] Qy- [kN] Mz [kNm] Nx [kN]-7.77 58.53 0.05 -404.53 -62.61 88.24 -14.06-7.77 74.32 0.05 -409.70 -59.63 88.24 -10.34-8.00 74.32 16.31 -409.70 -59.63 73.84 -10.34-8.00 75.71 16.31 -406.79 -55.25 73.84 -6.76-8.25 75.71 34.12 -406.79 -55.25 59.54 -6.76-8.25 72.89 34.12 -395.98 -50.07 59.54 -3.44-8.50 72.89 50.63 -395.98 -50.07 46.52 -3.44-8.50 60.37 50.63 -380.40 -44.23 46.52 -0.43-8.75 60.37 63.62 -380.40 -44.23 34.95 -0.43-8.75 44.72 63.62 -364.11 -37.97 34.95 2.25-9.00 44.72 72.66 -364.11 -37.97 24.93 2.25-9.00 28.99 72.66 -347.85 -31.54 24.93 4.56-9.25 28.99 77.84 -347.85 -31.54 16.50 4.56-9.25 13.71 77.84 -331.48 -30.89 60.50 -234.40-9.50 13.71 79.31 -331.48 -30.89 52.34 -234.40-9.50 2.84 -5.62 23.97 -32.14 52.34 -220.01-9.75 2.84 -5.30 23.97 -32.14 43.91 -220.01-9.75 3.31 -5.30 21.39 -31.41 43.91 -206.12

-10.00 3.31 -4.87 21.39 -31.41 35.67 -206.12-10.00 3.73 -4.87 18.33 -29.35 71.48 -281.96-10.25 3.73 -4.35 18.33 -29.35 62.84 -281.96-10.25 4.10 -4.35 14.80 -39.38 62.84 -264.01-10.50 4.10 -3.74 14.80 -39.38 52.27 -264.01-10.50 5.68 -6.91 13.71 -44.68 52.27 -244.25-10.75 5.68 -6.06 13.71 -44.68 40.89 -244.25-10.75 6.97 -6.06 9.86 -45.95 40.89 -223.31-11.00 6.97 -4.89 9.86 -45.95 29.59 -223.31-11.00 8.44 -5.99 -52.32 -43.67 29.59 -202.32-11.25 8.44 -4.52 -52.32 -43.67 19.17 -202.32-11.25 9.98 -4.52 -50.61 -37.87 19.17 -182.13-11.50 9.98 -2.66 -50.61 -37.87 10.38 -182.13-11.50 10.42 -2.66 -50.02 -28.14 10.38 -162.74-11.75 10.42 -0.67 -50.02 -28.14 4.15 -162.74-11.75 8.36 -0.67 -50.75 -13.63 4.15 -146.08-12.00 8.36 1.12 -50.75 -13.63 1.17 -146.08

Envelopes - Axial forceProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Axial force with corresponding Shear force and Bending momentDepth [m] Nx+ [kN] Qy [kN] Mz [kNm] Nx- [kN] Qy [kN] Mz [kNm]

-0.00 0.00 0.00 0.00 -1.79 0.97 0.00-0.30 0.00 0.00 0.00 -1.79 0.97 0.00-0.30 0.00 0.00 0.00 -5.97 4.60 0.00-0.60 0.00 0.00 0.00 -5.97 4.60 0.00-0.60 0.00 0.00 0.00 -10.89 10.77 0.00-0.90 0.00 0.00 0.00 -10.89 10.77 0.00-0.90 0.00 0.00 0.00 -17.25 18.15 0.00-1.20 0.00 0.00 0.00 -17.25 18.15 0.00-1.20 0.00 0.00 0.00 -25.01 28.57 0.00-1.50 0.00 0.00 0.00 -25.01 28.57 0.00-1.50 0.00 0.00 0.00 -33.14 41.75 0.00-1.80 0.00 0.00 0.00 -33.14 41.75 0.00-1.80 0.00 0.00 0.00 -40.87 52.78 0.00-2.02 0.00 0.00 0.00 -40.87 52.78 0.00-2.03 0.00 0.00 0.00 -48.65 66.05 0.00-2.25 0.00 0.00 0.00 -48.65 66.05 0.00-2.25 0.00 0.00 0.00 -56.91 79.11 0.00-2.48 0.00 0.00 0.00 -56.91 79.11 0.00-2.47 0.04 -2.95 1.75 -65.59 95.02 1.75-2.70 0.04 -2.95 1.13 -65.59 95.02 1.13-2.70 0.93 -2.83 1.13 -75.84 111.85 1.13-3.00 0.93 -2.83 0.35 -75.84 111.85 0.35-3.00 1.86 -2.53 0.35 -88.82 135.51 0.35-3.30 1.86 -2.53 -0.31 -88.82 135.51 -0.31-3.30 2.71 -2.13 -0.31 -102.76 160.36 -0.31-3.60 2.71 -2.13 -0.84 -102.76 160.36 -0.84-3.60 3.46 -1.69 -0.84 -115.06 183.43 -0.84-3.90 3.46 -1.69 -1.23 -115.06 183.43 -1.23-3.90 4.10 -1.26 -1.23 -246.04 -54.59 -1.23-4.20 4.10 -1.26 -1.50 -246.04 -54.59 -1.50-4.20 5.58 -9.29 10.39 -313.02 -162.27 10.39-4.50 5.58 -9.29 7.56 -313.02 -162.27 7.56-4.50 8.40 -8.60 7.56 -316.76 -147.83 7.56-4.73 8.40 -8.60 5.54 -316.76 -147.83 5.54-4.73 10.75 -7.79 5.54 -324.30 -133.08 5.54-4.97 10.75 -7.79 3.72 -324.30 -133.08 3.72-4.97 12.96 -6.86 3.72 -330.57 -118.20 3.72-5.20 12.96 -6.86 2.14 -330.57 -118.20 2.14-5.20 15.00 -5.88 2.14 -336.75 -106.42 2.14-5.43 15.00 -5.88 0.78 -336.75 -106.42 0.78-5.43 16.86 -4.88 0.78 -343.48 -90.55 0.78-5.67 16.86 -4.88 -0.33 -343.48 -90.55 -0.33-5.67 18.50 -3.89 -0.33 -349.96 -74.56 -0.33-5.90 18.50 -3.89 -1.23 -349.96 -74.56 -1.23-5.90 19.92 -2.96 -1.23 -356.66 -61.49 -1.23-6.13 19.92 -2.96 -1.92 -356.66 -61.49 -1.92-6.13 21.10 -2.09 -1.92 -363.66 -43.78 -1.92-6.37 21.10 -2.09 -2.42 -363.66 -43.78 -2.42-6.37 22.04 -1.32 -2.42 -370.46 -26.22 -2.42-6.60 22.04 -1.32 -2.75 -370.46 -26.22 -2.75-6.60 22.74 -0.66 -2.75 -377.61 -11.69 -2.75-6.83 22.74 -0.66 -2.95 -377.61 -11.69 -2.95-6.83 23.17 -0.12 -2.95 -384.75 7.02 -2.95-7.07 23.17 -0.12 -3.06 -384.75 7.02 -3.06-7.07 24.60 -9.41 3.17 -391.48 25.64 3.17-7.30 24.60 -9.41 0.82 -391.48 25.64 0.82-7.30 26.51 -7.43 0.82 -398.28 39.23 0.82-7.53 26.51 -7.43 -1.10 -398.28 39.23 -1.10-7.53 28.02 -5.61 -1.10 -404.53 58.53 -1.10

Envelopes - Axial forceProject type Soldier pile wallProject title Tut-SoldierPileWall-1Date 06.08.2019Company/Author ZACE / Author


Depth [m] Nx+ [kN] Qy [kN] Mz [kNm] Nx- [kN] Qy [kN] Mz [kNm]-7.77 28.02 -5.61 -2.63 -404.53 58.53 -2.63-7.77 29.07 -3.95 -2.63 -409.70 74.32 -2.63-8.00 29.07 -3.95 -3.84 -409.70 74.32 -3.84-8.00 29.59 -2.40 -3.84 -406.79 75.71 -3.84-8.25 29.59 -2.40 -4.77 -406.79 75.71 -4.77-8.25 29.76 -1.16 -4.77 -395.98 72.89 -4.77-8.50 29.76 -1.16 -5.39 -395.98 72.89 -5.39-8.50 29.52 -0.06 -5.39 -380.40 60.37 -5.39-8.75 29.52 -0.06 -5.75 -380.40 60.37 -5.75-8.75 28.83 0.88 -5.75 -364.11 44.72 -5.75-9.00 28.83 0.88 -5.88 -364.11 44.72 -5.88-9.00 27.68 1.67 -5.88 -347.85 28.99 -5.88-9.25 27.68 1.67 -5.83 -347.85 28.99 -5.83-9.25 26.07 2.31 -5.83 -331.48 13.71 -5.83-9.50 26.07 2.31 -5.62 -331.48 13.71 -5.62-9.50 23.97 2.84 -5.62 -315.06 -1.36 -5.62-9.75 23.97 2.84 -5.30 -315.06 -1.36 -5.30-9.75 21.39 3.31 -5.30 -298.66 -15.98 -5.30

-10.00 21.39 3.31 -4.87 -298.66 -15.98 -4.87-10.00 19.14 2.12 -7.35 -281.96 -29.35 -7.35-10.25 19.14 2.12 -7.37 -281.96 -29.35 -7.37-10.25 16.79 4.04 -7.37 -264.01 -39.38 -7.37-10.50 16.79 4.04 -6.91 -264.01 -39.38 -6.91-10.50 13.71 5.68 -6.91 -244.25 -44.68 -6.91-10.75 13.71 5.68 -6.06 -244.25 -44.68 -6.06-10.75 9.86 6.97 -6.06 -223.31 -45.95 -6.06-11.00 9.86 6.97 -4.89 -223.31 -45.95 -4.89-11.00 5.19 7.73 -4.89 -202.32 -43.67 -4.89-11.25 5.19 7.73 -3.54 -202.32 -43.67 -3.54-11.25 0.00 0.00 0.00 -182.13 -37.87 0.00-11.50 0.00 0.00 0.00 -182.13 -37.87 0.00-11.50 0.00 0.00 0.00 -162.74 -28.14 0.00-11.75 0.00 0.00 0.00 -162.74 -28.14 0.00-11.75 0.00 0.00 0.00 -146.08 -13.63 0.00-12.00 0.00 0.00 0.00 -146.08 -13.63 0.00

Envelopes of bendingmoments in lagging



X - horizontal direction, (-) fibers on excavation sideM-XX-MIN [kNm/m] M-XX-MAX [kNm/m]

Time history - Axialforce - Anchors



Time step Unit Anchor 1

30.100 kN 400.00

31.000 kN 398.88

35.800 kN 400.18

40.600 kN 402.39

45.400 kN 405.43

50.200 kN 414.96

55.000 kN 432.47

Documents

Project type Soldier pile wall Geometry and FE model · Geometry and FE model Project type Soldier pile wall Project title Tut-SoldierPileWall-1 Date 06.08.2019 Company/Author ZACE