Research Article
The Law of Instability and Failure of the Slope of Dumping Site: A Case Study in Inner Mongolia, China
Table 1
Recommended physical and mechanical indexes of rock and soil.
| Lithology | Density (g/cm3) | Moisture content (%) | Saturation (%) | Cohesion (kPa) | Inner friction angle (°) |
| Southern discarded materials | 1.85 | 23.5 | 77 | 37.3 | 13.1 | Southern silty clay | 1.87 | 27.5 | 85 | 45.9 | 14.9 | Southern clay | 1.91 | 30.4 | 92 | 49.5 | 26.3 | Western discarded material | 1.92 | 30.8 | 83 | 43.5 | 17.8 | Western silty clay | 1.98 | 22.4 | 74 | 46.4 | 23.5 | Western clay | 1.87 | 32.2 | 88 | 48.9 | 25.2 | Northern discarded material | 183 | 25.8 | 80 | 38.6 | 19.4 | Northern silty clay | 1.90 | 24.6 | 81 | 44.1 | 17.7 | Northern clay | 1.85 | 32.7 | 87 | 49.7 | 26.5 | Eastern discarded material | 1.86 | 27.4 | 84 | 46.0 | 11.2 | Eastern silty clay | 1.93 | 31.7 | 91 | 49.9 | 16.5 | Eastern clay | 1.84 | 30.6 | 87 | 49.6 | 22.3 |
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