Research Article
Experimental Investigation on the Influence of Water Injection Timing on the Deformation of Loose Rock Blocks
Table 2
Deformation parameters in initial saturated state.
| Test stage | Deformation | Initial (mm) | End (mm) | Difference (mm) | Deformation |
| 0–100 kN loading | 0 | 39.86 | 39.86 | 0.0699 | 100 kN dead load | 39.86 | 46.33 | 6.47 | 0.0114 | 100–200 kN loading | 46.33 | 75.46 | 29.13 | 0.0511 | 200 kN dead load | 75.46 | 83.82 | 8.36 | 0.0147 | 200–300 kN loading | 83.82 | 103.18 | 19.36 | 0.0340 | 300 kN dead load | 103.18 | 115.61 | 12.43 | 0.0218 | 300–400 kN loading | 115.61 | 123.02 | 7.41 | 0.0130 | 400 kN dead load | 123.02 | 127.85 | 4.83 | 0.0085 | 400–500 kN loading | 127.85 | 132.82 | 4.97 | 0.0087 | 500 kN dead load | 132.82 | 136.21 | 3.39 | 0.0059 |
|
|