form sudut geser tanah fix (recovered)

7
DIAMETER CINCIN (cm) = 6.350 TINGGI CINCIN (cm) = 2.200 Waktu (detik) SAMPEL P = 3 kg P = 6 kg Pembacaan arloji beba 0.000 0.000 0.000 15.000 2.208 2.718 30.000 2.266 2.831 45.000 2.435 2.831 60.000 2.435 2.888 75.000 2.661 2.945 90.000 2.719 2.945 105.000 2.719 3.115 120.000 2.888 3.172 135.000 2.945 3.285 150.000 2.945 3.445 165.000 2.719 3.445 180.000 3.568 195.000 3.285 210.000 225.000 240.000 255.000 270.000 285.000 300.000 315.000 330.000 BERAT SAMPEL+ CINCIN (gr) 183.21 183.28 BERAT CINCIN (gr) 39.64 39.64

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form excel mekanika tanah bab sudu geser tanah

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Sheet1UJI GESER LANGSUNG

DIAMETER CINCIN (cm) =6.350TINGGI CINCIN (cm) =2.200Waktu (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 geser0.0000.0000.0000.0000.0000.0000.0000.0000.0000.00015.0002.2082.7183.1157.0008.0008.0006.0007.0008.00030.0002.2662.8313.1727.5008.0009.0007.0008.0009.00045.0002.4352.8313.1728.0008.5009.5008.0009.0009.50060.0002.4352.8883.2858.5009.00010.0008.5009.50010.00075.0002.6612.9453.2859.0009.50011.0009.0009.50011.00090.0002.7192.9453.2859.50010.00012.0009.80010.00012.000105.0002.7193.1153.4459.50011.00013.00010.00010.00013.000120.0002.8883.1723.45510.00011.00014.00010.00011.00014.000135.0002.9453.2853.68110.00011.50015.00011.00012.00015.000150.0002.9453.4453.96510.00011.00014.00010.50011.00014.000165.0002.7193.4454.24810.00011.00014.00010.50011.00014.000180.0003.5684.644195.0003.2854.644210.0004.136225.000240.000255.000270.000285.000300.000315.000330.000BERAT 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/cm20.0000.0000.0000.0000.0000.0000.0000.0000.0000.00015.0002.2082.7183.1153.4254.1814.7660.1080.1320.15030.0002.2662.8313.1723.5114.3484.8500.1110.1370.15345.0002.4352.8313.1723.7634.3484.8500.1190.1370.15360.0002.4352.8883.2853.7634.4325.0160.1190.1400.15875.0002.6612.9453.2854.0974.5165.0160.1290.1430.15890.0002.7192.9453.2854.1834.5165.0160.1320.1430.158105.0002.7193.1153.4454.1834.7665.2500.1320.1500.166120.0002.8883.1723.4554.4324.8505.2640.1400.1530.166135.0002.9453.2853.6814.5165.0165.5950.1430.1580.177150.0002.9453.4453.9654.5165.2506.0080.1430.1660.190165.0002.7193.4454.2484.1835.2506.4190.1320.1660.203180.0003.5684.6440.0005.4306.9930.0000.1710.221195.0003.2854.6440.0005.0166.9930.0000.1580.221210.0004.1360.0000.0006.2570.0000.0000.197MAKSIMUM0.1430.1710.221

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: JENIS SAMPEL: TANAH ASLI / HASIL PEMADATANDESKRIPSI TANAH: KEDALAMAN: TANGGAL PENGUJIAN: DIUJI OLEH: KELOMPOK 9

DIAMETER CINCIN (cm) =6.35No. PENGUJIAN123GAYA NORMAL P (kg)3.00006.00009.0000TEG. NORMAL s (kg/cm2)0.0950.1900.284TEG. GESER t (kg/cm2)0.1430.1710.221 PERSAMAAN REGRESI y = ax + ba =0.4124b =0.9976KOHESI (c) 0.9976kg/cm2SUDUT GESER DALAM (j)22.41

Sheet2UJI GESER LANGSUNG

DIAMETER CINCIN (cm) =6.350TINGGI CINCIN (cm) =ERROR:#REF!Waktu (detik)SAMPELGAYA GESER (v)TEGANGAN GESER (t)3 kg6 kg9 kgERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!Pembacaan arloji beban geserkgkg/cm20.0000.0000.0000.000ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!15.0002.2082.7183.1150.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!30.0002.2662.8313.1720.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!45.0002.4352.8313.1720.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!60.0002.4352.8883.2850.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!75.0002.6612.9453.2850.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!90.0002.7192.9453.2850.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!105.0002.7193.1153.4450.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!120.0002.8883.1723.4550.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!135.0002.9453.2853.6810.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!150.0002.9453.4453.9650.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!165.0002.7193.4454.2480.0000.0000.000ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!180.0003.5684.644ERROR:#NUM!0.0000.000ERROR:#NUM!ERROR:#VALUE!ERROR:#VALUE!195.0003.2854.644ERROR:#NUM!0.0000.000ERROR:#NUM!ERROR:#VALUE!ERROR:#VALUE!210.0004.136ERROR:#NUM!ERROR:#NUM!0.000ERROR:#NUM!ERROR:#NUM!ERROR:#VALUE!MAKSIMUMERROR:#NUM!ERROR:#NUM!ERROR:#NUM!

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: JENIS SAMPEL: TANAH ASLI / HASIL PEMADATANDESKRIPSI TANAH: KEDALAMAN: TANGGAL PENGUJIAN: DIUJI OLEH: KELOMPOK 9

DIA. CINCIN (cm) =ERROR:#REF!No. PENGUJIAN123GAYA NORMAL P (kg)3.04656.04659.6100TEG. NORMAL s (kg/cm2)0.0960.1910.304TEG. GESER t (kg/cm2)ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!PERSAMAAN REGRESI y = ax + ba =0.3789b =0.1036KOHESI (c) 0.1036kg/cm2SUDUT GESER DALAM (j)20.75