Research Article
Fracture Characteristics and Geometric Fractal of Damaged Sandstone under Impact Load
Table 1
Wave velocity change table before and after sandstone is subjected to cyclic loading.
| (%) | Initial wave velocity | Wave velocity after damaged | Damage factor | Average damage factor |
| 20 | 3201.5206 | 3168.1111 | 0.020762 | 0.020691 | 3221.5006 | 3189.7009 | 0.019645 | 3213.2865 | 3178.2879 | 0.021665 | 40 | 3226.9230 | 3081.7120 | 0.087975 | 0.087022 | 3307.9461 | 3164.8239 | 0.084660 | 3266.3903 | 3118.6236 | 0.088431 | 60 | 3291.5206 | 2861.3674 | 0.244292 | 0.250664 | 3284.1357 | 2828.5371 | 0.258209 | 3304.1666 | 2862.4621 | 0.249491 | 80 | 3373.4693 | 2207.7871 | 0.571687 | 0.562000 | 3275.5102 | 2196.6878 | 0.550242 | 3214.8384 | 2122.5974 | 0.564070 |
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