抗剪强度 | 计算方法 |
图解法 | 规范公式 | 库伦理论 | |
c值 | φ值 | 破裂角θ | 土压力Ea | 土压力Ea | 土压力
@ØÓ>àKbbs.3c3t.com däöF Ea | 抗滑系数 |
55.5
@ØÓ>àKbbs.3c3t.com däöF | 25.3
@ØÓ>àKbbs.3c3t.com däöF | 62
@ØÓ>àKbbs.3c3t.com däöF | -342
@ØÓ>àKbbs.3c3t.com däöF 342 | -278.6
@ØÓ>àKbbs.3c3t.com däöF 278.6 | | |
38.85
@ØÓ>àKbbs.3c3t.com däöF | 17.71
@ØÓ>àKbbs.3c3t.com däöF | 55
@ØÓ>àKbbs.3c3t.com däöF | -252
@ØÓ>àKbbs.3c3t.com däöF 252 | -183.2
@ØÓ>àKbbs.3c3t.com däöF 183.2 | | |
0
@ØÓ>àKbbs.3c3t.com däöF | 25.3
@ØÓ>àKbbs.3c3t.com däöF | 38
@ØÓ>àKbbs.3c3t.com däöF | 100.9
@ØÓ>àKbbs.3c3t.com däöF | | | |
0
@ØÓ>àKbbs.3c3t.com däöF | 36
@ØÓ>àKbbs.3c3t.com däöF | | | 70.4 | 71.24 | 1.024
@ØÓ>àKbbs.3c3t.com däöF |
0
@ØÓ>àKbbs.3c3t.com däöF | 40
@ØÓ>àKbbs.3c3t.com däöF | 52
@ØÓ>àKbbs.3c3t.com däöF | 33
@ØÓ>àKbbs.3c3t.com däöF | 57.4
@ØÓ>àKbbs.3c3t.com däöF | 58.2
@ØÓ>àKbbs.3c3t.com däöF | |
0
@ØÓ>àKbbs.3c3t.com däöF | 45
@ØÓ>àKbbs.3c3t.com däöF | 56
@ØÓ>àKbbs.3c3t.com däöF | 22
@ØÓ>àKbbs.3c3t.com däöF | 44.17
@ØÓ>àKbbs.3c3t.com däöF | 44.8
@ØÓ>àKbbs.3c3t.com däöF | |
3
@ØÓ>àKbbs.3c3t.com däöF | 17.71
@ØÓ>àKbbs.3c3t.com däöF | 29
@ØÓ>àKbbs.3c3t.com däöF | 135.4
@ØÓ>àKbbs.3c3t.com däöF | 155.5
@ØÓ>àKbbs.3c3t.com däöF | | |
7.5
@ØÓ>àKbbs.3c3t.com däöF | 17.71
@ØÓ>àKbbs.3c3t.com däöF | 39
@ØÓ>àKbbs.3c3t.com däöF | 56.6
@ØÓ>àKbbs.3c3t.com däöF | 94.7
@ØÓ>àKbbs.3c3t.com däöF | | |
10
@ØÓ>àKbbs.3c3t.com däöF | 17.71
@ØÓ>àKbbs.3c3t.com däöF | 43
@ØÓ>àKbbs.3c3t.com däöF | 24.9
@ØÓ>àKbbs.3c3t.com däöF | 68.7
@ØÓ>àKbbs.3c3t.com däöF | | |
11
@ØÓ>àKbbs.3c3t.com däöF | 17.71
@ØÓ>àKbbs.3c3t.com däöF | 43
@ØÓ>àKbbs.3c3t.com däöF | 13.2
@ØÓ>àKbbs.3c3t.com däöF | 58.8
@ØÓ>àKbbs.3c3t.com däöF | | |
12
@ØÓ>àKbbs.3c3t.com däöF | 17.71
@ØÓ>àKbbs.3c3t.com däöF | 44
@ØÓ>àKbbs.3c3t.com däöF | 1.9
@ØÓ>àKbbs.3c3t.com däöF | 49.2
@ØÓ>àKbbs.3c3t.com däöF | | |