Research Article
A Continuous Test Method for Dynamic Change of Real Mesostructures of Soil
Table 2
The physical properties of backfill soil.
| Code | Water content | Natural density | Void ratio | Degree of saturation | Liquid limit | Plastic limit | Plasticity index | Liquidity index | Compression coefficient | (%) | (g/cm3) | | (%) | (%) | (%) | | | (MPa−1) |
| T3205 | 36.0 | 1.85 | 1 | 98 | 48.8 | 21.9 | 26.9 | 0.52 | 0.983 | T3605 | 32.4 | 1.92 | 0.889 | 100 | 46.3 | 20.1 | 26.2 | 0.47 | 0.905 | T3706 | 34.8 | 1.90 | 0.944 | 100 | 43.8 | 22.1 | 21.7 | 0.59 | 0.915 | T3707 | 38.2 | 1.81 | 1.092 | 96 | 50.3 | 24.8 | 25.5 | 0.53 | 0.911 | T3709 | 35.8 | 1.86 | 1 | 98 | 47.6 | 21.4 | 26.2 | 0.55 | 0.864 | T3006 | — | — | 0.89 | — | 38.8 | 20.5 | 18.3 | | 0.622 | T3813 | — | — | 0.957 | — | 46.8 | 21.3 | 25.5 | | 0.772 |
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