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X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË Ea | 抗滑系数 |
55.5X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 25.3X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 62X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | -342X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË 342 | -278.6X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË 278.6 | | |
38.85X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 17.71X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 55X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | -252X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË 252 | -183.2X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË 183.2 | | |
0X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 25.3X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 38X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 100.9X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | | |
0X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 36X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | | 70.4 | 71.24 | 1.024X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË |
0X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 40X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 52X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 33X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 57.4X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 58.2X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | |
0X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 45X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 56X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 22X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 44.17X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 44.8X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | |
3X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 17.71X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 29X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 135.4X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 155.5X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | |
7.5X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 17.71X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 39X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 56.6X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 94.7X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | |
10X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 17.71X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 43X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 24.9X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 68.7X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | |
11X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 17.71X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 43X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 13.2X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 58.8X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | |
12X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 17.71X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 44X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 1.9X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | 49.2X¥ÕRïaÃbbs.3c3t.comðP÷¾Ú/IîË | | |