滑坡稳定性计算程序VIP免费

一、Bishop条分法滑块编号重量(kN/m)滑面倾角αi(°)滑面倾角(弧度)滑面长度(m)内聚力(kPa)内摩擦角φ i(°)内摩擦角φ i(弧度)sinα icosαitgφ '11 6 8 .5 72 90 .5 0 6 1 4 5 4 8 31 4 .9 7 53 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 8 4 8 0 9 6 20 .8 7 4 6 1 9 7 0 70 .1 4 2 3 2 1 0 7 621 2 1 8 .9 53 00 .5 2 3 5 9 8 7 7 61 6 .63 7 .28 .10 .1 4 1 3 7 1 6 6 90 .50 .8 6 6 0 2 5 4 0 40 .1 4 2 3 2 1 0 7 632 2 7 1 .4 22 90 .5 0 6 1 4 5 4 8 31 5 .7 13 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 8 4 8 0 9 6 20 .8 7 4 6 1 9 7 0 70 .1 4 2 3 2 1 0 7 641 4 5 4 .5 52 50 .4 3 6 3 3 2 3 1 39 .1 9 53 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 2 2 6 1 8 2 6 20 .9 0 6 3 0 7 7 8 70 .1 4 2 3 2 1 0 7 651 3 8 4 .8 82 40 .4 1 8 8 7 9 0 29 .1 33 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 0 6 7 3 6 6 4 30 .9 1 3 5 4 5 4 5 80 .1 4 2 3 2 1 0 7 667 5 9 .6 82 40 .4 1 8 8 7 9 0 25 .4 83 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 0 6 7 3 6 6 4 30 .9 1 3 5 4 5 4 5 80 .1 4 2 3 2 1 0 7 678 1 4 .4 92 50 .4 3 6 3 3 2 3 1 36 .6 93 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 2 2 6 1 8 2 6 20 .9 0 6 3 0 7 7 8 70 .1 4 2 3 2 1 0 7 6二、传递系数（隐式解）滑块编号重量(kN/m)滑面倾角αi(°)滑面倾角(弧度)滑面长度(m)内聚力(kPa)内摩擦角φ i(°)内摩擦角φ i(弧度)sinαicosαitgφ i11 6 8 .5 72 90 .5 0 6 1 4 5 4 8 31 4 .9 7 53 7 .28 .10 .1 4 1 3 7 1 6 6 90 .4 8 4 8 0 9 6 20 .8 7 4 6 1 9 7 0 70 .1 4 2 3 2 1 0 7 621 2 1 8 .9 53 00 .5 2 3 5 9 8 7 7 61 6 .63 7 .28 .10 .1 4 1 3 7 1 6 6 90 .50 .8 6 6 0 2 5 4 0 40 .1 4 2 3 2 1 0 7 632 2 7 1 .4 22 90 .5 0 6 1 4 5 4 8 31 5 .7 13 7 .28 ....