Research Article
Dynamic and Static Combination Analysis Method of Slope Stability Analysis during Earthquake
Table 2
The parameters of fills.
| Grain gradation | Density | Optimum | Maximum | Gravel | Sand | Silt | water content | dry density |
| 9.64% | 88.78% | 1.58% | 2.40 g/cm3 | 15.5% | 1.74 g/cm3 |
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