Research Article
The Dynamic Response Law of Bank Slope under Water-Rock Interaction
Table 1
Statistics of rock mass deterioration dynamic parameters.
| | Water-rock interaction cycle | The initial state | The 1st cycle | The 2nd cycle | The 4th cycle | The 6th cycle | The 8th cycle | The 10th cycle |
| | Density (kg/m3) | 2616.08 | 2612.06 | 2608.45 | 2605.52 | 2603.18 | 2601.58 | 2600.32 | | Dynamic elastic modulus (Gpa) | 13.50 | 12.39 | 11.37 | 10.52 | 9.92 | 9.67 | 9.53 | | Damping ratio (%) | 3.59 | 3.86 | 4.11 | 4.32 | 4.41 | 4.46 | 4.50 | | Poisson’s ratio | 0.221 | 0.231 | 0.239 | 0.250 | 0.257 | 0.260 | 0.262 |
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