Research Article
Experimental Investigation on the Influence of Water Injection Timing on the Deformation of Loose Rock Blocks
Table 3
Deformation parameters in postimmersion state.
| Test stage | Deformation | Initial (mm) | End (mm) | Difference (mm) | Deformation (10–3) |
| 0–100 kN loading | 0 | 41.77 | 41.77 | 65.940 | 100 kN dead load | 41.77 | 48.7 | 6.93 | 10.940 | 100–200 kN loading | 48.7 | 72.18 | 23.48 | 37.066 | 200 kN dead load | 72.18 | 81.21 | 9.03 | 14.255 | 200–300 kN loading | 81.21 | 99.58 | 18.37 | 28.999 | 300 kN dead load | 99.58 | 111.8 | 12.22 | 19.291 | 300–400 kN loading | 111.8 | 125.1 | 13.22 | 20.869 | 400 kN dead load | 125.1 | 137.9 | 12.93 | 20.411 | 400–500 kN loading | 137.9 | 146.9 | 8.97 | 14.160 | 500 kN dead load | 146.9 | 157.1 | 10.24 | 16.165 | Watering stage | 157.3 | 173.6 | 16.23 | 25.621 | Soaking creep stage | 173.6 | 189.0 | 15.46 | 24.405 |
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