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/Ä©6ÿÉbbs.3c3t.comÐá9çDy Ea | 抗滑系数 |
55.5/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 25.3/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 62/Ä©6ÿÉbbs.3c3t.comÐá9çDy | -342/Ä©6ÿÉbbs.3c3t.comÐá9çDy 342 | -278.6/Ä©6ÿÉbbs.3c3t.comÐá9çDy 278.6 | | |
38.85/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 17.71/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 55/Ä©6ÿÉbbs.3c3t.comÐá9çDy | -252/Ä©6ÿÉbbs.3c3t.comÐá9çDy 252 | -183.2/Ä©6ÿÉbbs.3c3t.comÐá9çDy 183.2 | | |
0/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 25.3/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 38/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 100.9/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | | |
0/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 36/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | | 70.4 | 71.24 | 1.024/Ä©6ÿÉbbs.3c3t.comÐá9çDy |
0/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 40/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 52/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 33/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 57.4/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 58.2/Ä©6ÿÉbbs.3c3t.comÐá9çDy | |
0/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 45/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 56/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 22/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 44.17/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 44.8/Ä©6ÿÉbbs.3c3t.comÐá9çDy | |
3/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 17.71/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 29/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 135.4/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 155.5/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | |
7.5/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 17.71/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 39/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 56.6/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 94.7/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | |
10/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 17.71/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 43/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 24.9/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 68.7/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | |
11/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 17.71/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 43/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 13.2/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 58.8/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | |
12/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 17.71/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 44/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 1.9/Ä©6ÿÉbbs.3c3t.comÐá9çDy | 49.2/Ä©6ÿÉbbs.3c3t.comÐá9çDy | | |