7/26/2019 Consolidation Bandara Halim
1/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.1 / UDS.1 TESTED BY : Aji
DEPTH : 3.00 - 3.50 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Brownish Red
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.635
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.807
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 97.98
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 127.120
WT. CONTAINER IN g 62.410
WT. WET SOIL IN g 64.710
WT. DRY SOIL (Ws) IN g 41.762 WT. WATER (Ww) IN g 22.95
WATER CONTENT (w) IN % 54.948
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0670 1.478 2.000
0.0373 0.0462 0.00542
0.25 1.0297 1.432 1.963
0.0167 0.0207 0.00337
0.50 1.0130 1.411 1.946
0.0315 0.0390 0.00672
1.00 0.9815 1.372 1.915
0.0365 0.0452 0.00752
2.00 0.9450 1.327 1.878
0.0560 0.0694 0.00716
4.00 0.8890 1.257 1.822
0.0715 0.0886 0.00501
8.00 0.8175 1.169 1.751
0.0170 0.0211
2.00 0.8345 1.190 1.768
0.0305 0.0378
0.25 0.8650 1.227 1.798
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
0.880
0.891
101.40
135.00
0.925
0.893
101.40
0.991
CONSOLIDATION TEST
0.977
0.965
0.948
153.60
240.60
117.60
7/26/2019 Consolidation Bandara Halim
2/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.1 / UDS.1 Coefficient of Consolidation (Cv) : 0.00660 cm2/sec
DEPTH : 3.00 - 3.50 m Compression Index (Cc) : 0.294
TESTED BY : Aji Swell Index (Cs) : 0.039
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.031 cm2/kg
DESCRIPTION : Silty Clay, Brownish Red
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.000
1.200
1.400
1.600
0.10 1.00 10.00
Pressure, p (kg/cm2)
Voidratio(e)
eo= 1.478
7/26/2019 Consolidation Bandara Halim
3/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.1 / UDS.2 TESTED BY : Aji
DEPTH : 5.50 - 6.00 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay,Reddish Brown
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.587
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.782
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 99.65
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 124.110
WT. CONTAINER IN g 60.560
WT. WET SOIL IN g 63.550
WT. DRY SOIL (Ws) IN g 39.716 WT. WATER (Ww) IN g 23.83
WATER CONTENT (w) IN % 60.011
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0330 1.558 2.000
0.0570 0.0729 0.00610
0.25 0.9760 1.485 1.943
0.0250 0.0320 0.00672
0.50 0.9510 1.453 1.918
0.0440 0.0563 0.00752
1.00 0.9070 1.397 1.874
0.0588 0.0752 0.00711
2.00 0.8482 1.322 1.815
0.0802 0.1026 0.00659
4.00 0.7680 1.219 1.735
0.0980 0.1253 0.00512
8.00 0.6700 1.094 1.637
0.0145 0.0185
2.00 0.6845 1.112 1.652
0.0252 0.0322
0.25 0.7097 1.144 1.677
CONSOLIDATION TEST
0.965
0.948
0.922
135.00
117.60
101.40
0.822
0.832
101.40
117.60
0.888
0.843
101.40
0.986
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
7/26/2019 Consolidation Bandara Halim
4/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.1 / UDS.2 Coefficient of Consolidation (Cv) : 0.00659 cm2/sec
DEPTH : 5.50 - 6.00 m Compression Index (Cc) : 0.416
TESTED BY : Aji Swell Index (Cs) : 0.034
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.046 cm2/kg
DESCRIPTION : Silty Clay,Reddish Brown
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00406
0.00506
0.00606
0.00706
0.00806
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.000
1.200
1.400
1.600
0.10 1.00 10.00
Pressure, p (kg/cm2)
Voidratio(e)
eo= 1.558
7/26/2019 Consolidation Bandara Halim
5/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.1 / UDS.3 TESTED BY : Aji
DEPTH : 9.50 - 10.00 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Clayey Silt, Greyish Brown
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.567
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.805
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 96.51
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 123.010
WT. CONTAINER IN g 59.780
WT. WET SOIL IN g 63.230
WT. DRY SOIL (Ws) IN g 40.591 WT. WATER (Ww) IN g 22.64
WATER CONTENT (w) IN % 55.772
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0680 1.483 2.000
0.0400 0.0497 0.00707
0.25 1.0280 1.434 1.960
0.0232 0.0288 0.00794
0.50 1.0048 1.405 1.937
0.0388 0.0482 0.00507
1.00 0.9660 1.357 1.898
0.0500 0.0621 0.00861
2.00 0.9160 1.295 1.848
0.0770 0.0956 0.00357
4.00 0.8390 1.199 1.771
0.1075 0.1335 0.00463
8.00 0.7315 1.066 1.664
0.0135 0.0168
2.00 0.7450 1.082 1.677
0.0262 0.0325
0.25 0.7712 1.115 1.703
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
0.835
0.845
194.40
135.00
0.905
0.859
86.40
0.990
CONSOLIDATION TEST
0.974
0.959
0.937
117.60
101.40
153.60
7/26/2019 Consolidation Bandara Halim
6/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.1 / UDS.3 Coefficient of Consolidation (Cv) : 0.00547 cm2/sec
DEPTH : 9.50 - 10.00 m Compression Index (Cc) : 0.443
TESTED BY : Aji Swell Index (Cs) : 0.033
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.038 cm2/kg
DESCRIPTION : Clayey Silt, Greyish Brown
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.00906
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.000
1.200
1.400
1.600
0.10 1.00 10.00
Pressure, p (kg/cm2)
Voidratio(e)
eo= 1.483
7/26/2019 Consolidation Bandara Halim
7/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.2 / UDS.1 TESTED BY : Aji
DEPTH : 3.00 - 3.50 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Brownish Red
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.621
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.806
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 97.42
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 123.850
WT. CONTAINER IN g 59.520
WT. WET SOIL IN g 64.330
WT. DRY SOIL (Ws) IN g 41.499 WT. WATER (Ww) IN g 22.83
WATER CONTENT (w) IN % 55.016
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0410 1.480 2.000
0.0435 0.0539 0.00615
0.25 0.9975 1.426 1.957
0.0183 0.0227 0.00793
0.50 0.9792 1.404 1.938
0.0322 0.0399 0.00580
1.00 0.9470 1.364 1.906
0.0420 0.0521 0.00743
2.00 0.9050 1.312 1.864
0.0633 0.0785 0.00527
4.00 0.8417 1.233 1.801
0.0795 0.0986 0.00248
8.00 0.7622 1.134 1.721
0.0208 0.0258
2.00 0.7830 1.160 1.742
0.0360 0.0446
0.25 0.8190 1.205 1.778
CONSOLIDATION TEST
0.974
0.961
0.943
135.00
101.40
135.00
0.866
0.880
135.00
264.60
0.916
0.880
101.40
0.989
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
7/26/2019 Consolidation Bandara Halim
8/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.2 / UDS.1 Coefficient of Consolidation (Cv) : 0.00525 cm2/sec
DEPTH : 3.00 - 3.50 m Compression Index (Cc) : 0.328
TESTED BY : Aji Swell Index (Cs) : 0.047
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.035 cm2/kg
DESCRIPTION : Silty Clay, Brownish Red
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00206
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.00906
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.000
1.200
1.400
1.600
0.10 1.00 10.00
Pressure, p (kg/cm2)
Voidratio(e)
eo= 1.480
7/26/2019 Consolidation Bandara Halim
9/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.2 / UDS.2 TESTED BY : Aji
DEPTH : 5.50 - 6.00 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Brownish Red
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.614
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.766
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 92.22
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 121.230
WT. CONTAINER IN g 59.560
WT. WET SOIL IN g 61.670
WT. DRY SOIL (Ws) IN g 39.332 WT. WATER (Ww) IN g 22.34
WATER CONTENT (w) IN % 56.793
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0390 1.610 2.000
0.0590 0.0770 0.00953
0.25 0.9800 1.533 1.941
0.0250 0.0326 0.00778
0.50 0.9550 1.500 1.916
0.0420 0.0548 0.00751
1.00 0.9130 1.445 1.874
0.0580 0.0757 0.00835
2.00 0.8550 1.370 1.816
0.0808 0.1054 0.00435
4.00 0.7742 1.264 1.735
0.0957 0.1249 0.00310
8.00 0.6785 1.139 1.640
0.0215 0.0281
2.00 0.7000 1.167 1.661
0.0400 0.0522
0.25 0.7400 1.220 1.701
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
0.825
0.841
153.60
194.40
0.888
0.844
86.40
0.985
CONSOLIDATION TEST
0.964
0.948
0.923
86.40
101.40
101.40
7/26/2019 Consolidation Bandara Halim
10/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.2 / UDS.2 Coefficient of Consolidation (Cv) : 0.00583 cm2/sec
DEPTH : 5.50 - 6.00 m Compression Index (Cc) : 0.415
TESTED BY : Aji Swell Index (Cs) : 0.053
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.047 cm2/kg
DESCRIPTION : Silty Clay, Brownish Red
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00206
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.00906
0.01006
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
0.800
1.200
1.600
2.000
0.10 1.00 10.00
Pressure, p (kg/cm2)
Vo
idratio(e)
eo= 1.610
7/26/2019 Consolidation Bandara Halim
11/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.2 / UDS.3 TESTED BY : Aji
DEPTH : 9.50 - 10.00 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Greyish Brown
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.548
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.845
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 99.38
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 125.700
WT. CONTAINER IN g 60.900
WT. WET SOIL IN g 64.800
WT. DRY SOIL (Ws) IN g 42.256 WT. WATER (Ww) IN g 22.54
WATER CONTENT (w) IN % 53.352
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0240 1.368 2.000
0.0348 0.0412 0.00429
0.25 0.9892 1.327 1.965
0.0184 0.0218 0.00690
0.50 0.9708 1.305 1.947
0.0358 0.0424 0.00584
1.00 0.9350 1.263 1.911
0.0450 0.0533 0.00875
2.00 0.8900 1.209 1.866
0.0622 0.0736 0.00704
4.00 0.8278 1.136 1.804
0.0848 0.1004 0.00487
8.00 0.7430 1.035 1.719
0.0140 0.0166
2.00 0.7570 1.052 1.733
0.0288 0.0341
0.25 0.7858 1.086 1.762
CONSOLIDATION TEST
0.978
0.964
0.944
194.40
117.60
135.00
0.863
0.874
101.40
135.00
0.917
0.881
86.40
0.991
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
7/26/2019 Consolidation Bandara Halim
12/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.2 / UDS.3 Coefficient of Consolidation (Cv) : 0.00663 cm2/sec
DEPTH : 9.50 - 10.00 m Compression Index (Cc) : 0.334
TESTED BY : Aji Swell Index (Cs) : 0.034
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.033 cm2/kg
DESCRIPTION : Silty Clay, Greyish Brown
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.00906
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.000
1.100
1.200
1.300
1.400
0.10 1.00 10.00
Pressure, p (kg/cm2)
Void
ratio(e)
eo= 1.368
7/26/2019 Consolidation Bandara Halim
13/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.3 / UDS.1 TESTED BY : Aji
DEPTH : 3.00 - 3.50 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Reddish Brown
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.528
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.667
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 97.84
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 121.040
WT. CONTAINER IN g 62.310
WT. WET SOIL IN g 58.730
WT. DRY SOIL (Ws) IN g 33.132 WT. WATER (Ww) IN g 25.60
WATER CONTENT (w) IN % 77.263
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0410 1.996 2.000
0.0995 0.1491 0.00795
0.25 0.9415 1.847 1.901
0.0355 0.0532 0.00870
0.50 0.9060 1.794 1.865
0.0650 0.0974 0.00702
1.00 0.8410 1.697 1.800
0.1138 0.1705 0.00548
2.00 0.7272 1.526 1.686
0.1532 0.2295 0.00283
4.00 0.5740 1.297 1.533
0.1780 0.2667 0.00327
8.00 0.3960 1.030 1.355
0.0230 0.0345
2.00 0.4190 1.064 1.378
0.0508 0.0761
0.25 0.4698 1.141 1.429
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
0.683
0.702
194.40
135.00
0.805
0.722
117.60
0.975
CONSOLIDATION TEST
0.941
0.916
0.872
101.40
86.40
101.40
7/26/2019 Consolidation Bandara Halim
14/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.3 / UDS.1 Coefficient of Consolidation (Cv) : 0.00465 cm2/sec
DEPTH : 3.00 - 3.50 m Compression Index (Cc) : 0.886
TESTED BY : Aji Swell Index (Cs) : 0.073
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.080 cm2/kg
DESCRIPTION : Silty Clay, Reddish Brown
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00206
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.00906
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
0.800
1.000
1.200
1.400
1.600
1.800
2.000
2.200
0.10 1.00 10.00
Pressure, p (kg/cm2)
Voidratio(e)
eo= 1.996
7/26/2019 Consolidation Bandara Halim
15/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.3 / UDS.2 TESTED BY : Aji
DEPTH : 5.50 - 6.00 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Brownish Red
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.580
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.799
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 97.79
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 123.300
WT. CONTAINER IN g 59.770
WT. WET SOIL IN g 63.530
WT. DRY SOIL (Ws) IN g 40.467 WT. WATER (Ww) IN g 23.06
WATER CONTENT (w) IN % 56.992
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0950 1.504 2.000
0.0330 0.0413 0.00823
0.25 1.0620 1.462 1.967
0.0252 0.0315 0.00937
0.50 1.0368 1.431 1.942
0.0498 0.0623 0.00902
1.00 0.9870 1.368 1.892
0.0540 0.0676 0.00627
2.00 0.9330 1.301 1.838
0.0720 0.0901 0.00448
4.00 0.8610 1.211 1.766
0.0990 0.1239 0.00407
8.00 0.7620 1.087 1.667
0.0250 0.0313
2.00 0.7870 1.118 1.692
0.0470 0.0588
0.25 0.8340 1.177 1.739
CONSOLIDATION TEST
0.977
0.958
0.933
101.40
86.40
86.40
0.840
0.858
153.60
153.60
0.901
0.858
117.60
0.992
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
7/26/2019 Consolidation Bandara Halim
16/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.3 / UDS.2 Coefficient of Consolidation (Cv) : 0.00596 cm2/sec
DEPTH : 5.50 - 6.00 m Compression Index (Cc) : 0.412
TESTED BY : Aji Swell Index (Cs) : 0.060
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.038 cm2/kg
DESCRIPTION : Silty Clay, Brownish Red
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00306
0.00406
0.00506
0.00606
0.00706
0.00806
0.00906
0.01006
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.000
1.100
1.200
1.300
1.400
1.500
1.600
0.10 1.00 10.00
Pressure, p (kg/cm2)
Void
ratio(e)
eo= 1.504
7/26/2019 Consolidation Bandara Halim
17/18
PROJECT : SOIL INVESTIGASI
BORING NO.: DB.3 / UDS.3 TESTED BY : Aji
DEPTH : 9.00 - 9.50 m DATE : 25/03/2014
LOCATION : Bandara Halim Perdana Kusuma
DESCRIPT. : Silty Clay, Brownish Red
APPARATUS MEASUREMENTS SPECIFIC GRAVITY (Gs) 3 2.601
CONTAINER HEIGHT : 2.000 cm CONTAINER DIAMETER : 5.000 cm SOLIDS HEIGHT (Hs) IN cm : 0.781
CONTAINER AREA (A) : 19.635 cm2 Hs = Ws/(Gs.w. A)
DEGREE OF SATURATION IN %
TEST START : 89.48
TEST END :
WATER CONTENT BEGINNING OF TEST END OF TEST
CONTAINER NO.
WT. CONTAINER + WET SOIL IN g 115.980
WT. CONTAINER IN g 54.690
WT. WET SOIL IN g 61.290
WT. DRY SOIL (Ws) IN g 39.865 WT. WATER (Ww) IN g 21.42
WATER CONTENT (w) IN % 53.742
FINAL DIAL AVERAGE Cv
DIAL CHANGE e = H/Hs e = eo - e HEIGHT 0.848 H2
(H) FOR LOAD t 90
cm cm cm cm2/sec
0.00 1.0520 1.562 2.000
0.0270 0.0346 0.00545
0.25 1.0250 1.528 1.973
0.0140 0.0179 0.00533
0.50 1.0110 1.510 1.959
0.0280 0.0359 0.00463
1.00 0.9830 1.474 1.931
0.0370 0.0474 0.00659
2.00 0.9460 1.426 1.894
0.0580 0.0743 0.00232
4.00 0.8880 1.352 1.836
0.0690 0.0884 0.00146
8.00 0.8190 1.264 1.767
0.0222 0.0284
2.00 0.8412 1.292 1.789
0.0393 0.0503
0.25 0.8805 1.342 1.829
sec
APPLIED
PRESSURE
kg/cm2
(t 90)
FITTING
TIMEH
cm
0.889
0.904
317.40
470.40
0.933
0.901
117.60
0.993
CONSOLIDATION TEST
0.983
0.973
0.956
153.60
153.60
173.40
7/26/2019 Consolidation Bandara Halim
18/18
PROJECT : SOIL INVESTIGASI
LOCATION : Bandara Halim Perdana Kusuma
BORING NO. : DB.3 / UDS.3 Coefficient of Consolidation (Cv) : 0.00375 cm2/sec
DEPTH : 9.00 - 9.50 m Compression Index (Cc) : 0.294
TESTED BY : Aji Swell Index (Cs) : 0.052
DATE : 25/03/2014 Coeff. of Volume Comp. (mv) : 0.026 cm2/kg
DESCRIPTION : Silty Clay, Brownish Red
CONSOLIDATION TEST
Cv vs Applied Pressure
0.00106
0.00206
0.00306
0.00406
0.00506
0.00606
0.00706
0.100 1.000 10.000
Pressure, p (kg/cm2)
Cv(cm2/sec)
Void Ratio vs Applied Pressure
1.200
1.300
1.400
1.500
1.600
0.10 1.00 10.00
Pressure, p (kg/cm2)
Void
ratio(e)
eo= 1.562