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4.4.2. Perhitungan Nilai CSR pada Lapisan Tanah Pada Titik BH-3 untuk kasus II
Tabel 4.12 Perhitungan Nilai CSR pada titik BH-3 untuk kasus II
Kedalaman m
Stratifikasi tanah
Jenis tanah
σν KNm²
µ KNm²
σv KNm²
Rd a max 2
CSR CSR
M=7.5 -2
Very looses sand SP
31.4 9.81
21.59 0.976
0.063 0.058
0.038 -4
very soft clay CL
64.4 29.43
34.97 0.952
0.064 0.073
0.048 -6
very soft clay CL
97.4 49.05
48.35 0.928
0.068 0.083
0.054 -8
very soft clay CL
130.4 68.67
61.73 0.904
0.07 0.087
0.057 -10
very soft clay CL
163.4 88.29
75.11 0.88
0.073 0.091
0.060 -12
soft clay CL
196.4 107.91
88.49 0.856
0.057 0.070
0.046 -14
soft clay CL
229.4 127.53
101.87 0.832
0.058 0.071
0.046 -16
soft clay CL
262.4 147.15
115.25 0.808
0.059 0.071
0.046 -18
soft clay CL
297 166.77
130.23 0.784
0.054 0.063
0.041 -20
medium dense fine sand SM
331.6 186.39
145.21 0.76
0.043 0.049
0.032 -22
medium dense fine sand SM
366.2 206.01
160.19 0.736
0.041 0.045
0.029 -24
medium soft clay CL
402.4 225.63
176.77 0.712
0.05 0.053
0.035 -26
medium soft clay CL
438.6 245.25
193.35 0.688
0.051 0.052
0.034 -28
soft clay CL
473.2 264.87
208.33 0.664
0.056 0.055
0.036 -30
medium soft clay CL
509.4 284.49
224.91 0.64
0.052 0.049
0.032 -32
medium soft clay CL
545.6 304.11
241.49 0.616
0.046 0.042
0.027 -34
medium soft clay CL
581.8 323.73
258.07 0.592
0.05 0.043
0.029 -36
medium soft clay CL
618 343.35
274.65 0.568
0.049 0.041
0.027 -38
stiff clay CL
655.8 362.97
292.83 0.544
0.043 0.034
0.022 -40
medium soft clay CL
692 382.59
309.41 0.52
0.049 0.037
0.024 -42
medium soft clay CL
728.2 402.21
325.99 0.496
0.048 0.035
0.023 -44
stiff clay CL
766 421.83
344.17 0.472
0.046 0.031
0.021 -46
stiff clay CL
803.8 441.45
362.35 0.448
0.046 0.030
0.020 -48
very stiff clay CL
841.6 461.07
380.53 0.424
0.041 0.025
0.016 -50
very dense fine sand SM
880.8 480.69
400.11 0.4
0.032 0.018
0.012 -52
very stiff clay CL
920 500.31
419.69 0.376
0.038 0.020
0.013 -54
very stiff clay CL
959.2 519.93
439.27 0.352
0.04 0.020
0.013 -56
very stiff sand SC
993.8 539.55
454.25 0.328
0.04 0.019
0.012 -58
very hard sand SC
1033 559.17
473.83 0.304
0.032 0.014
0.009 -60
hard sand SC
1072.2 578.79
493.41 0.28
0.035 0.014
0.009
Universitas Sumatera Utara
69
4.4.3. Perhitungan Nilai CSR pada Lapisan Tanah Pada Titik BH-4 untuk kasus I
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