研究文章
试验研究渗流六角形柱状节理岩体的各向异性
|
| 样本数量 |
最大主应力σ1(MPa) |
拟合系数λ |
拟合系数米 |
确定系数R2 |
|
| SS0° |
1 |
9.326E+ 13 |
0.85 |
0.9975 |
| 2 |
9.744E+ 13 |
0.89 |
0.9992 |
| 3 |
9.798E+ 13 |
0.92 |
0.9995 |
| 4 |
1.072E+ 14 |
0.89 |
0.9995 |
| 5 |
1.140E+ 14 |
0.82 |
0.9984 |
| 6 |
9.529E+ 13 |
0.84 |
0.9993 |
|
| 魔法石° |
1 |
9.895E+ 13 |
0.80 |
0.9892 |
| 2 |
1.142E+ 14 |
0.79 |
0.9898 |
| 3 |
1.139E+ 14 |
0.77 |
0.9914 |
| 4 |
1.067E+ 14 |
0.78 |
0.9945 |
| 5 |
1.006E+ 14 |
0.75 |
0.9966 |
| 6 |
7.177E+ 13 |
0.77 |
0.9988 |
|
| SS30° |
1 |
1.043E+ 14 |
0.81 |
0.9930 |
| 2 |
1.229E+ 14 |
0.78 |
0.9928 |
| 3 |
1.353E+ 14 |
0.76 |
0.9888 |
| 4 |
1.395E+ 14 |
0.69 |
0.9833 |
| 5 |
1.266E+ 14 |
0.68 |
0.9847 |
| 6 |
9.560E+ 13 |
0.71 |
0.9921 |
|
| SS45° |
1 |
1.140E+ 14 |
0.78 |
0.9864 |
| 2 |
1.117E+ 14 |
0.82 |
0.9900 |
| 3 |
1.100E+ 14 |
0.75 |
0.9908 |
| 4 |
6.255E+ 13 |
0.85 |
0.9992 |
| 5 |
5.451E+ 13 |
0.87 |
0.9993 |
| 6 |
4.901E+ 13 |
0.86 |
0.9993 |
|
| SS60° |
1 |
1.069E+ 14 |
0.78 |
0.9954 |
| 2 |
1.202E+ 14 |
0.86 |
0.9983 |
| 3 |
1.226E+ 14 |
0.89 |
0.9974 |
| 4 |
1.207E+ 14 |
0.87 |
0.9983 |
| 5 |
1.188E+ 14 |
0.80 |
0.9989 |
| 6 |
9.357E+ 13 |
0.83 |
0.9989 |
|
| SS75 |
1 |
5.369E+ 13 |
1.02 |
0.9863 |
| 2 |
6.519E+ 13 |
1.02 |
0.9944 |
| 3 |
7.757E+ 13 |
0.99 |
0.9950 |
| 4 |
9.339E+ 13 |
0.95 |
0.9919 |
| 5 |
1.100E+ 14 |
0.96 |
0.9959 |
| 6 |
1.496E+ 14 |
0.93 |
0.9928 |
| SS90° |
1 |
5.618E+ 13 |
1.00 |
0.9903 |
| 2 |
8.247E+ 13 |
0.91 |
0.9978 |
| 3 |
9.540E+ 13 |
0.93 |
0.9982 |
| 4 |
9.515E+ 13 |
0.98 |
0.9977 |
| 5 |
1.364E+ 14 |
0.83 |
0.9857 |
| 6 |
1.497E+ 14 |
0.83 |
0.9877 |
|
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