Research Article
A Copula-Based Method for Estimating Shear Strength Parameters of Rock Mass
Table 1
Results of in situ direct shear tests and rock mass quality indices of the specimens.
| Set number | Rock mass quality indices |
Shear strength parameters | RQD/% | RBI | | | /MPa |
| 1 | 75.3 | 17.6 | 30.5 | 1.79 | 1.95 | 2 | 89.3 | 31.5 | 23.8 | 1.38 | 1.98 | 3 | 96.8 | 41.6 | 38.7 | 1.17 | 1.50 | 4 | 99.3 | 31.8 | 39.7 | 2.20 | 2.25 | 5 | 96.4 | 43.4 | 38.6 | 1.39 | 1.80 | 6 | 98.1 | 22.6 | 26.5 | 1.60 | 1.80 | 7 | 59.8 | 8.0 | 8.1 | 1.80 | 2.80 | 8 | 56.0 | 10.3 | 5.2 | 1.17 | 1.20 | 9 | 65.9 | 14.3 | 8.9 | 1.23 | 2.41 | 10 | 77.4 | 13.2 | 5.2 | 0.56 | 3.00 | 11 | 67.9 | 9.0 | 5.4 | 1.07 | 3.25 | 12 | 51.8 | 7.0 | 4.6 | 1.15 | 4.32 |
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