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þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
Ea | 抗滑系数 |
55.5þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 25.3þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 62þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| -342þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
342 | -278.6þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
278.6 | | |
38.85þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 17.71þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 55þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| -252þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
252 | -183.2þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
183.2 | | |
0þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 25.3þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 38þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 100.9þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | | |
0þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 36þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | | 70.4 | 71.24 | 1.024þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
|
0þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 40þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 52þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 33þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 57.4þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 58.2þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| |
0þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 45þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 56þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 22þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 44.17þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 44.8þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| |
3þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 17.71þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 29þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 135.4þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 155.5þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | |
7.5þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 17.71þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 39þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 56.6þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 94.7þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | |
10þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 17.71þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 43þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 24.9þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 68.7þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | |
11þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 17.71þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 43þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 13.2þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 58.8þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | |
12þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 17.71þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 44þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 1.9þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| 49.2þ²SMTµ¶bbs.3c3t.comãBîgÛë÷E
| | |