Research Article
Formation Mechanism and Stability Analysis of the Hejia Landslide
Table 1
Physical indicators of the sliding zone soil.
| No. | Density (g/cm3) | Water content (%) | Proportion | Dry density (g/cm3) | Void ratio | Saturation (%) | Plastic limit | Liquid limit |
| 1 | 2.16 | 10.52 | 2.77 | 1.95 | 0.42 | 0.70 | 15.8 | 24 | 2 | 2.19 | 9.97 | 2.79 | 1.99 | 0.39 | 0.69 | 15.8 | 24 | 3 | 2.12 | 9.01 | 2.75 | 1.94 | 0.41 | 0.60 | 16.2 | 23.9 | 4 | 2.14 | 9.08 | 2.78 | 1.96 | 0.42 | 0.61 | 16.2 | 23.9 | Average value | 2.15 | 9.65 | 2.77 | 1.96 | 0.41 | 0.65 | 16 | 24 |
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