4. direct shear test

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 1)

Bore No : BH - 1 / S - 2

Depth : 3.50 - 4.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 2° 27' 33.13"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1572 10 0.592 0.314 0.1623 20 0.592 0.628 0.177

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.150

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 2)

Bore No : BH - 1 / S - 2

Depth : 7.50 - 8.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 14° 38' 38.65"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1062 10 0.592 0.314 0.1483 20 0.592 0.628 0.23

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.065

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 3)

Bore No : BH - 1 / S - 2

Depth : 11.50 - 12.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 28° 31' 10.71"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.162 10 0.592 0.314 0.2433 20 0.592 0.628 0.417

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.073

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 4)

Bore No : BH - 1 / S - 2

Depth : 15.50 - 16.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 31° 4' 26.74"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.172 10 0.592 0.314 0.2523 20 0.592 0.628 0.453

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.070

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 5)

Bore No : BH - 1 / S - 2

Depth : 19.50 - 20.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 33° 4' 55.55"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1722 10 0.592 0.314 0.2713 20 0.592 0.628 0.48

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.068

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 6)

Bore No : BH - 1 / S - 2

Depth : 23.50 - 24.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 33° 2' 44.57"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1712 10 0.592 0.314 0.2723 20 0.592 0.628 0.479

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.068

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP7)

Bore No : BH - 1 / S - 2

Depth : 27.50 - 28.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 8° 35' 11.36"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.2382 10 0.592 0.314 0.2643 20 0.592 0.628 0.31

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.215

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 8)

Bore No : BH - 1 / S - 2

Depth : 31.50 - 32.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 13° 21' 5.89"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.2832 10 0.592 0.314 0.3183 20 0.592 0.628 0.395

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.245

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 9)

Bore No : BH - 1 / S - 2

Depth : 35.50 - 36.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 32° 19' 48.67"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1712 10 0.592 0.314 0.2713 20 0.592 0.628 0.471

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.071

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 10)

Bore No : BH - 1 / S - 2

Depth : 39.50 - 40.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 33° 3' 50.07"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1712 10 0.592 0.314 0.2713 20 0.592 0.628 0.479

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

DIRECT SHEARTEST

0.067

05/10/2012

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 11)

Bore No : BH - 2 / S - 3

Depth : 3.50 - 4.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 4° 39' 7.76"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1562 10 0.592 0.314 0.1763 20 0.592 0.628 0.196

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.146

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 12)

Bore No : BH - 2 / S - 3

Depth : 7.50 - 8.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 5° 25' 23.59"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.0752 10 0.592 0.314 0.093 20 0.592 0.628 0.12

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.060

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 13)

Bore No : BH - 2 / S - 3

Depth : 11.50 - 12.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 25° 3' 13.5"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1472 10 0.592 0.314 0.2183 20 0.592 0.628 0.368

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.072

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 14)

Bore No : BH - 2 / S - 3

Depth : 15.50 - 16.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 27° 50' 7.26"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1572 10 0.592 0.314 0.2343 20 0.592 0.628 0.406

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.071

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 15)

Bore No : BH - 2 / S - 3

Depth : 19.50 - 20.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 34° 19' 8.45"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1822 10 0.592 0.314 0.2723 20 0.592 0.628 0.502

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.067

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 16)

Bore No : BH - 2 / S - 3

Depth : 23.50 - 24.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 33° 0' 33.47"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1722 10 0.592 0.314 0.273 20 0.592 0.628 0.479

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.068

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 17)

Bore No : BH - 2 / S - 3

Depth : 27.50 - 28.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 12° 4' 11.96"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.2572 10 0.592 0.314 0.2893 20 0.592 0.628 0.358

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.223

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 18)

Bore No : BH - 2 / S - 3

Depth : 31.50 - 32.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 16° 3' 54.22"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.2922 10 0.592 0.314 0.3353 20 0.592 0.628 0.428

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.246

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 19)

Bore No : BH - 2 / S - 3

Depth : 35.50 - 36.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 30° 49' 35.15"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.362 10 0.592 0.314 0.443 20 0.592 0.628 0.64

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.260

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)

DATA DIRECT SHEAR TESTBuat grafik dan hitung nilai kohesi (c) dan sudut geser dalam tanah ()

(GRUP 20)Bore No : BH - 2 / S - 3

Depth : 39.50 - 40.00Date :Tested by : Jaya Ginting, ST

Data of ring :Diameter : 6.37 cm C =Height : 2.45 cm Ø = 32° 23' 8.28"

Area : 31.85 cm2

0.000 0.000

No. Load Calibration Normal Strain Shear Strain

(kg) (kg/cm2) (kg/cm2)

1 5 0.592 0.157 0.1692 10 0.592 0.314 0.2713 20 0.592 0.628 0.47

Proyek : Lokasi : Page : 11Pengujian Soil Test Rencana Lokasi Tapak PKS

PT. Buana Sawit Indah Sei Bejangkar Batubara

0.070

0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40

Normal Strain (s)

Sh

ear

Str

ain

(t)