hasil pemeriksaan direct shear

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LABORATORIUM MEKANIKA TANAH PROGRAM STUDI TEKNIK SIPIL FAKULTAS TEKNIK UNIVERSITAS BENGKULU JL. WR. Supratman, Lab Dekanat Universitas Bengkulu HASIL PEMERIKSAAN DIRECT SHEAR Material : Tanah Handboring Sumber Material : Gedung Lab. Dekanat Teknik Universitas Bengkulu Tanggal mulai : Sabtu, April 2015 Dikerjakan : Kelompok IV C Beban : 3,167 kg Tabel 7.1 Hasil Pengamatan Direct Shear Percobaan 1 Bacaan Arloji Horizontal BacaanArloji Vertikal (div) (div) - - 0 95,0 40 123,0 80 133,0 120 136,0 160 142,0 200 148,0 240 160,0 280 166,0 320 171,0 360 171,0 400 172,0

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Page 1: Hasil Pemeriksaan Direct Shear

LABORATORIUM MEKANIKA TANAHPROGRAM STUDI TEKNIK SIPIL

FAKULTAS TEKNIKUNIVERSITAS BENGKULU

JL. WR. Supratman, Lab Dekanat Universitas Bengkulu HASIL PEMERIKSAAN DIRECT SHEAR

Material : Tanah Handboring

Sumber Material : Gedung Lab. Dekanat Teknik Universitas Bengkulu

Tanggal mulai : Sabtu, April 2015

Dikerjakan : Kelompok IV C

Beban : 3,167 kg

Tabel 7.1 Hasil Pengamatan Direct Shear Percobaan 1

Bacaan Arloji

Horizontal

BacaanArloji

Vertikal

(div) (div)

- -

0 95,0

40 123,0

80 133,0

120 136,0

160 142,0

200 148,0

240 160,0

280 166,0

320 171,0

360 171,0

400 172,0

440 172,0

480 172,0

520 172,0

560 172,0

600 172,0

Page 2: Hasil Pemeriksaan Direct Shear

640 173,0

680 174,0

720 174,0

760 178,0

800 179,0

840 182,0

880 184,0

920 186,0

960 188,0

1000 187,5

1040 189,5

1080 191,5

1120 193,0

1160 195,0

1200 200,0

Mengetahui Asisten Dosen,

Page 3: Hasil Pemeriksaan Direct Shear

LABORATORIUM MEKANIKA TANAHPROGRAM STUDI TEKNIK SIPIL

FAKULTAS TEKNIKUNIVERSITAS BENGKULU

JL. WR. Supratman, Lab Dekanat Universitas Bengkulu

HASIL PEMERIKSAAN DIRECT SHEAR

Material : Tanah Handboring

Sumber Material : Gedung Lab. Dekanat Teknik Universitas Bengkulu

Tanggal mulai : Sabtu, April 2015

Dikerjakan : Kelompok IV C

Beban : 6,334 kg

Tabel 7.2 Hasil Pengamatan Direct Shear Percobaan 2

Bacaan Arloji

Horizontal

Bacaan Arloji

Vertikal

(div) (div)

- -

0 98,0

40 110,0

80 118,0

120 126,0

160 132,0

200 135,0

240 145,0

280 152,0

320 155,0

360 164,0

400 166,0

440 166,0

480 166,0

520 167,0

560 167,0

600 167,0

Page 4: Hasil Pemeriksaan Direct Shear

640 167,0

680 167,0

720 167,0

760 167,0

800 167,0

840 168,0

880 170,0

920 170,0

960 170,0

1000 170,0

1040 172,0

1080 172,0

1120 172,0

1160 173

1200 173

Mengetahui Asisten Dosen,

Page 5: Hasil Pemeriksaan Direct Shear

LABORATORIUM MEKANIKA TANAHPROGRAM STUDI TEKNIK SIPIL

FAKULTAS TEKNIKUNIVERSITAS BENGKULU

JL. WR. Supratman, Lab Dekanat Universitas Bengkulu

HASIL PEMERIKSAAN DIRECT SHEAR

Material : Tanah Handboring

Sumber Material : Gedung Lab. Dekanat Teknik Universitas Bengkulu

Tanggal mulai : Sabtu, 19 April 2014

Dikerjakan : Kelompok IV C

Beban : 9,501 kg

Tabel 7.3 Hasil Pengamatan Direct Shear Percobaan 3

BacaanArloji

Horizontal

BacaanArlojiVertikal

(div) (div)

- -

0 153,0

40 157,0

80 164,0

120 178,0

160 181,0

200 186,0

240 189,0

280 190,0

320 193,0

360 195,0

400 196,0

440 201,0

480 210,0

520 210,0

560 211,0

600 213,0

Page 6: Hasil Pemeriksaan Direct Shear

640 214,0

680 215,0

720 216,0

760 216,0

800 216,0

840 217,0

880 217,0

920 220,0

960 223,0

1000 224,0

1040 226,0

1080 229,0

1120 230,0

1160 231,0

1200 232,5

Mengetahui Asisten Dosen,