Research Article
Numerical Analysis of Dynamic Responses of Rock Containing Parallel Cracks under Combined Dynamic and Static Loading
Table 3
Calculation results of
under different
and
.
| | | | | | | | | | |
| 0.0 | 2.3261 | 2.6642 | 2.4720 | 0.15 | 1.7967 | 1.9443 | 1.8604 | 0.5 | 1.9568 | 2.1339 | 2.0332 | 0.2 | 1.7965 | 1.9440 | 1.8602 | 1.0 | 1.8387 | 1.9940 | 1.9057 | 0.25 | 1.7908 | 1.9372 | 1.8540 | 1.5 | 1.8340 | 1.9891 | 1.9003 | 0.3 | 1.7850 | 1.9304 | 1.8477 | 2.0 | 1.8292 | 1.9843 | 1.8950 | 0.35 | 1.7847 | 1.9299 | 1.8473 | 3.0 | 1.8246 | 1.9772 | 1.8905 | 0.4 | 1.7844 | 1.9296 | 1.8470 | 4.0 | 1.8288 | 1.9823 | 1.8951 | 0.45 | 1.7841 | 1.9293 | 1.8467 | 5.0 | 1.8331 | 1.9874 | 1.8997 | 0.75 | 1.8113 | 1.9615 | 1.8761 | 6.0 | 1.8355 | 1.9906 | 1.9027 | 1 | 1.8384 | 1.9937 | 1.9054 | 7.0 | 1.8379 | 1.9934 | 1.9052 | 1.5 | 1.9106 | 2.0792 | 1.9834 |
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