Research Article
Parallel Offset Crack Interactions in Rock under Unloading Conditions
Table 2
ICs varying with length ratio of rock bridge (
).
| | Inner tip (Crack 1) | Outer tip (Crack 1) | | | | | | | | | | |
| ā1.5 | 0.073 | 0.240 | 0.558 | 0.725 | 0.783 | 1.119 | 1.099 | 1.022 | 0.928 | 0.917 | ā1 | 0.187 | 0.350 | 0.614 | 0.750 | 0.808 | 1.256 | 1.206 | 1.096 | 1.012 | 0.981 | 0 | 2.052 | 1.544 | 1.128 | 1.008 | 0.961 | 1.252 | 1.211 | 1.132 | 1.085 | 1.054 | 0.8 | 1.230 | 1.191 | 1.160 | 1.086 | 1.047 | 1.091 | 1.095 | 1.087 | 1.074 | 1.057 | 1 | 1.156 | 1.145 | 1.137 | 1.087 | 1.056 | 1.080 | 1.071 | 1.067 | 1.069 | 1.055 | 1.5 | 1.070 | 1.071 | 1.095 | 1.076 | 1.056 | 1.048 | 1.045 | 1.043 | 1.041 | 1.039 |
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