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BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ Ea | 抗滑系数 |
55.5BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 25.3BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 62BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | -342BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ 342 | -278.6BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ 278.6 | | |
38.85BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 17.71BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 55BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | -252BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ 252 | -183.2BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ 183.2 | | |
0BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 25.3BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 38BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 100.9BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | | |
0BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 36BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | | 70.4 | 71.24 | 1.024BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ |
0BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 40BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 52BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 33BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 57.4BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 58.2BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | |
0BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 45BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 56BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 22BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 44.17BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 44.8BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | |
3BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 17.71BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 29BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 135.4BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 155.5BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | |
7.5BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 17.71BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 39BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 56.6BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 94.7BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | |
10BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 17.71BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 43BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 24.9BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 68.7BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | |
11BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 17.71BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 43BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 13.2BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 58.8BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | |
12BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 17.71BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 44BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 1.9BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | 49.2BðþlÊc#ïbbs.3c3t.com¸üÛ¼ïsÜ | | |