圆弧法边坡稳定性分析计算表格

K1
23.64
4.78 13.10 20.16 25.94 29.68 33.03 27.16 9.57 3.32 9.12 13.95 18.10 20.85 21.91 23.12 13.41 2.37 6.50 9.83 12.74 14.61 15.17 15.29 11.41 1.60 4.35 6.45 8.27 9.39 19.53 8.44 7.72
31.92
1.396
K2
24.64
29.45
1.445
17
10
Βιβλιοθήκη Baidu
0.2867
K3
26.1
27.15
1.395
K4
28.22
25.00
1.291
i
54677033.xls
G=γ 81.26 222.70 342.72 440.98 504.56 561.51 461.72 162.69 56.44 155.04 237.15 307.70 354.45 372.47 393.04 227.97 40.29 110.50 167.11 216.58 248.37 257.89 259.93 193.97 27.20 73.95 109.65 140.59 159.63 332.01 143.48 131.24 Ni =Gi cosαi 44.710 157.246 283.925 401.811 486.665 557.726 461.481 160.027 2553.592 33.748 114.403 198.388 279.065 338.759 367.201 392.716 227.967 1952.246 24.839 81.364 137.690 192.674 232.996 250.580 257.857 193.945 1371.944 17.225 54.171 88.701 122.183 146.175 315.800 140.099 130.250 1014.605 Ti =Gi sinαi 67.854 157.699 191.946 181.690 133.183 65.082 -14.844 -29.317 753.293 45.239 104.639 129.932 129.624 104.292 62.431 15.951 -1.110 590.999 31.723 74.767 94.696 98.913 86.025 60.965 32.765 -3.121 476.733 21.051 50.339 64.461 69.548 64.146 102.474 30.964 16.091 419.073 γi c Li f Ki
附表：1-1 附表：
稳定系数 分段 1 2 3 4 5 6 7 8 合计 1 2 3 4 5 6 7 8 合计 1 2 3 4 5 6 7 8 合计 1 2 3 4 5 6 7 8 合计 xi 19.74 16.74 13.24 9.74 6.24 2.74 -0.76 -4.26 19.75 16.63 13.50 10.38 7.25 4.13 1.00 -0.12 20.55 17.66 14.79 11.92 9.04 6.17 3.29 -0.42 21.84 19.21 16.59 13.96 11.34 8.71 6.09 3.46 Ri sinαi 0.835 0.708 0.560 0.412 0.264 0.116 -0.032 -0.180 0.802 0.675 0.548 0.421 0.294 0.168 0.041 -0.005 0.787 0.677 0.567 0.457 0.346 0.236 0.126 -0.016 0.774 0.681 0.588 0.495 0.402 0.309 0.216 0.123 cosαi 0.550 0.706 0.828 0.911 0.965 0.993 0.999 0.984 0.598 0.738 0.837 0.907 0.956 0.986 0.999 1.000 0.616 0.736 0.824 0.890 0.938 0.972 0.992 1.000 0.633 0.733 0.809 0.869 0.916 0.951 0.976 0.992