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