Research Article
Analysis of Energy Dissipation Characteristics of Damaged Sandstone under Impact Load
| Upper limit of stress (MPa) | (sā1) | (J) | (J) | (J) | (J) |
| 12.23 | 12.74 | 10.20 | 3.89 | 4.23 | 2.08 | 15.77 | 30.53 | 9.32 | 17.08 | 4.13 | 20.16 | 52.86 | 16.86 | 24.22 | 11.78 | 24.88 | 79.08 | 42.22 | 16.51 | 20.35 |
| 24.46 | 12.84 | 12.06 | 4.38 | 4.43 | 3.25 | 15.56 | 32.65 | 10.14 | 16.23 | 6.28 | 20.14 | 47.76 | 18.9 | 15.7 | 13.16 | 23.78 | 77.71 | 43.46 | 11.84 | 22.41 |
| 36.69 | 12.98 | 11.02 | 5.3 | 1.06 | 4.66 | 15.44 | 33.88 | 12.83 | 11.61 | 9.44 | 19.95 | 51.84 | 22.77 | 10.55 | 18.52 | 24.19 | 77.14 | 48.54 | 1.54 | 27.06 |
| 48.92 | 13.03 | 13.69 | 6.84 | 1.12 | 5.73 | 17.60 | 31.59 | 14.58 | 3.82 | 13.19 | 21.15 | 56.39 | 29.22 | 2.96 | 24.21 | 24.88 | 82.45 | 50.51 | 1.40 | 30.54 |
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