Research Article
Numerical Analysis of Dynamic Responses of Rock Containing Parallel Cracks under Combined Dynamic and Static Loading
Table 2
Calculation results of
under different confining pressure (
).
| Time (s) | | | | | | | | | | | | |
| 0.1 | 1.0616 | 1.0775 | 1.1046 | 1.1606 | 1.3461 | 1.0599 | 1.0752 | 1.1011 | 1.1539 | 1.3222 | 0.3 | 1.1823 | 1.2294 | 1.3095 | 1.4754 | 2.0244 | 1.1774 | 1.2227 | 1.2991 | 1.4554 | 1.9538 | 0.5 | 1.2957 | 1.3722 | 1.5021 | 1.7711 | 2.6618 | 1.2878 | 1.3613 | 1.4853 | 1.7388 | 2.5473 | 0.7 | 1.3973 | 1.5001 | 1.6746 | 2.0362 | 3.2329 | 1.3867 | 1.4855 | 1.6521 | 1.9928 | 3.0791 | 0.9 | 1.4831 | 1.6081 | 1.8202 | 2.2599 | 3.7149 | 1.4701 | 1.5903 | 1.7928 | 2.2071 | 3.5279 | 1.1 | 1.5496 | 1.6918 | 1.9332 | 2.4333 | 4.0886 | 1.5349 | 1.6715 | 1.9020 | 2.3732 | 3.8759 | 1.3 | 1.5942 | 1.7479 | 2.0088 | 2.5495 | 4.3391 | 1.5782 | 1.7260 | 1.9751 | 2.4846 | 4.1091 | 1.5 | 1.6150 | 1.7741 | 2.0442 | 2.6039 | 4.4563 | 1.5985 | 1.7515 | 2.0093 | 2.5367 | 4.2182 | 1.7 | 1.6114 | 1.7695 | 2.0380 | 2.5943 | 4.4356 | 1.5949 | 1.7470 | 2.0033 | 2.5275 | 4.1990 | 1.9 | 1.5833 | 1.7342 | 1.9903 | 2.5211 | 4.2779 | 1.5676 | 1.7127 | 1.9572 | 2.4574 | 4.0521 | 2.1 | 1.5319 | 1.6695 | 1.9032 | 2.3872 | 3.9893 | 1.5177 | 1.6499 | 1.8730 | 2.3291 | 3.7834 | 2.3 | 1.4594 | 1.5782 | 1.7799 | 2.1979 | 3.5815 | 1.4470 | 1.5613 | 1.7539 | 2.1478 | 3.4037 | 2.5 | 1.3685 | 1.4638 | 1.6256 | 1.9609 | 3.0707 | 1.3586 | 1.4502 | 1.6047 | 1.9206 | 2.9280 | 2.7 | 1.2629 | 1.3309 | 1.4463 | 1.6855 | 2.4772 | 1.2558 | 1.3212 | 1.4314 | 1.6568 | 2.3755 | 2.9 | 1.1468 | 1.1847 | 1.2492 | 1.3828 | 1.8248 | 1.1428 | 1.1793 | 1.2409 | 1.3667 | 1.7680 | 3 | 1.0862 | 1.1085 | 1.1464 | 1.2249 | 1.4846 | 1.0839 | 1.1054 | 1.1415 | 1.2155 | 1.4512 |
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