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XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ Ea | 抗滑系数 |
55.5XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 25.3XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 62XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | -342XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ 342 | -278.6XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ 278.6 | | |
38.85XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 17.71XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 55XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | -252XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ 252 | -183.2XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ 183.2 | | |
0XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 25.3XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 38XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 100.9XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | | |
0XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 36XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | | 70.4 | 71.24 | 1.024XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ |
0XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 40XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 52XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 33XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 57.4XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 58.2XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | |
0XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 45XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 56XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 22XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 44.17XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 44.8XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | |
3XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 17.71XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 29XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 135.4XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 155.5XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | |
7.5XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 17.71XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 39XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 56.6XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 94.7XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | |
10XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 17.71XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 43XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 24.9XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 68.7XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | |
11XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 17.71XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 43XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 13.2XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 58.8XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | |
12XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 17.71XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 44XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 1.9XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | 49.2XýÔÓ~bbs.3c3t.com¾<OÙ\oÆ | | |