199063857-direct-shear
DESCRIPTION
199063857-Direct-ShearTRANSCRIPT
Sheet1DIRECT SHEAR (ASTM D 3080)Praktikum:Uji Geser Langsung (Direct Shear)Tgl: 12 April 2011Lokasi:Laboratorium Mekanika TanahPenguji: Kelompok IBDisusun Oleh:Dwi Ori HerdiantoDicek Oleh: Hendra IrawanJenis Sampel:Lempung abu -abuDisetujui Oleh: Hendra IrawanDataDiameter=6.3cmLoading Rate=1mm/minHeight=1.9cmHorisontal ring=0.01mm/divKalibrasi dial=0.6579kgArea=31.157cm2Volume=59.20cm3Load=3.167kgLoad=6.334kgLoad=12.668kgNormal stress ==0.102kg/cm2Normal stress ==0.203kg/cm2Normal stress=0.407kg/cm2Dial horizontalDisplace-ment horizontal H (mm)Dial proving ringGaya geserTegangan geser (kg/cm2)Dial horizontalDisplace-ment horizontal H (mm)Dial proving ringGaya geserTegangan geser (kg/cm2)Dial horizontalDisplace-ment horizontal H (mm)Dial proving ringGaya geserTegangan geser (kg/cm2)tjkgkg000000000000000100750.751.00.65800.0211960.962.501.64500.0528830.831.00.65800.02111001341.341.50.98700.03171731.734.002.63200.08451601.603.01.97400.06341002252.252.51.64500.05282502.505.503.61900.11622352.355.03.29000.10561003153.153.52.30300.07393303.307.004.60600.14783103.109.05.92200.19011004054.053.01.97400.06343983.988.505.59300.17953903.9012.07.89600.25341005025.022.51.64500.05284654.659.506.25100.20064784.7814.29.34360.29991006306.302.51.64500.05285265.269.005.92200.19015755.7514.39.40940.30201007407.402.31.51340.04865815.818.005.26400.16906756.7514.09.21200.29577687.6815.09.87000.3168TeganganNormalGeser0.1020.07390.2030.20060.4070.3020 =36.7950.7479633723C =0.023
Sheet1
Teg. Normal (Kg/cm2)Teg. Geser Max (Kg/cm2)Grafik Hubungan antara Teg. Geser Max Terhadap Teg. Normal
Sheet2
Diplacement, mmTeg. Geser, Kg/cm2Grafik Hubungan Antara Teg. Geser Terhadap Pergeseran
Sheet3