form sudut geser tanah fix

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DIAMETER CINCIN (cm) = 6.35 TINGGI CINCIN (cm) = 2.2 Waktu (detik) SAMPEL P = 3 kg P = 6 kg Pembacaan arloji beba 0 0.000 0.000 15 2.208 2.718 30 2.266 2.831 45 2.435 2.831 60 2.435 2.888 75 2.661 2.945 90 2.719 2.945 105 2.719 3.115 120 2.888 3.172 135 2.945 3.285 150 2.945 3.445 165 2.719 3.445 180 3.568 195 3.285 210 225 240 255 270 285 300 315 330 BERAT SAMPEL+ CINCIN (gr) 183.21 183.28 BERAT CINCIN (gr) 39.64 39.64

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Form praktikum mekanika tanah "Sudut Geser Tanah"

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Sheet1UJI GESER LANGSUNG

DIAMETER CINCIN (cm) =6.35TINGGI CINCIN (cm) =2.2Waktu (detik)SAMPEL SAMPEL 2SAMPEL 3P = 3 kgP = 6 kgP = 9 kgP = 3 kgP = 6 kgP = 9 kgP = 3 kgP = 6 kgP = 9 kgPembacaan arloji beban geserPembacaan arloji beban geserPembacaan arloji beban geser00.0000.0000.0000.00.00.00.00.00.0152.2082.7183.1157.08.08.06.07.08.0302.2662.8313.1727.58.09.07.08.09.0452.4352.8313.1728.08.59.58.09.09.5602.4352.8883.2858.59.010.08.59.510.0752.6612.9453.2859.09.511.09.09.511.0902.7192.9453.2859.510.012.09.810.012.01052.7193.1153.4459.511.013.010.010.013.01202.8883.1723.45510.011.014.010.011.014.01352.9453.2853.68110.011.515.011.012.015.01502.9453.4453.96510.011.014.010.511.014.01652.7193.4454.24810.011.014.010.511.014.01803.5684.6441953.2854.6442104.136225240255270285300315330BERAT SAMPEL+ CINCIN (gr)183.21183.28183.15167.27167.13167.22167.27167.13167.22BERAT CINCIN (gr)39.6439.6439.6441.3641.3641.3641.3641.3641.36

UJI GESER LANGSUNG

DIAMETER CINCIN (cm) =6.350TINGGI CINCIN (cm) =2.200Waktu (detik)SAMPELGAYA GESER (v)TEGANGAN GESER (t)P = 3 kgP = 6 kgP = 9 kgP = 3 kgP = 6 kgP = 9 kgP = 3 kgP = 6 kgP = 9 kgPembacaan arloji beban geserkgkg/cm20.0000.0000.0000.0000.0000.0000.0000.00000.00000.000015.0002.2082.7183.1153.4254.1814.7660.10810.13200.150430.0002.2662.8313.1723.5114.3484.8500.11080.13720.153145.0002.4352.8313.1723.7634.3484.8500.11880.13720.153160.0002.4352.8883.2853.7634.4325.0160.11880.13990.158375.0002.6612.9453.2854.0974.5165.0160.12930.14250.158390.0002.7192.9453.2854.1834.5165.0160.13200.14250.1583105.0002.7193.1153.4454.1834.7665.2500.13200.15040.1657120.0002.8883.1723.4554.4324.8505.2640.13990.15310.1662135.0002.9453.2853.6814.5165.0165.5950.14250.15830.1766150.0002.9453.4453.9654.5165.2506.0080.14250.16570.1896165.0002.7193.4454.2484.1835.2506.4190.13200.16570.2026180.0003.5684.6440.0005.4306.9930.00000.17140.2207195.0003.2854.6440.0005.0166.9930.00000.15830.2207210.0004.1360.0000.0006.2570.00000.00000.1975MAKSIMUM0.14250.17140.2207

PERSAMAAN KALIBRASI ALAT (dalam satuan lbf) = a.xb.ka =3.5300b =0.9600faktor konversi ke kg/cm2 k =0.4536A31.6532

UJI GESER LANGSUNG

JUDUL PEKERJAAN : PRAKTIKUM MEKANIKA TANAHLOKASI PEKERJAAN: LABORATORIUM MEKANIKA TANAH UNNESNOMOR BORING: B2JENIS SAMPEL: TANAH ASLI / HASIL PEMADATANDESKRIPSI TANAH: TANAH LEMPUNG KEDALAMAN: 0.8-1 MTANGGAL PENGUJIAN: 24 OKTOBER 2014DIUJI OLEH: KELOMPOK 4

DIA. CINCIN (cm) =6.35No. PENGUJIAN123GAYA NORMAL P (kg)3.00006.00009.0000TEG. NORMAL s (kg/cm2)0.09480.18960.2843TEG. GESER t (kg/cm2)0.14250.17140.2207PERSAMAAN REGRESI y = ax + ba =0.4124b =0.1KOHESI (c) 0.1kg/cm2SUDUT GESER DALAM (j)22.41