Research Article
Analytical Analysis of Infinite Heterogeneous Slope Stability considering Suction Influence
Table 1
Parameters used for the example infinite slope.
| | Parameters | Unit | Value |
| | Depth of ground water table | m | 10 | | Unit weight of soil | kN/m3 | 17 | | Unit weight of water | kN/m3 | 10 | | Slope angle | 0 | 30 | | Saturated volumetric water content | — | 0.4 | | Slope at inflection point | — | 2 | | Fitting parameter | — | 1 | | Residual volumetric water content | — | 0.081 | | Mean of cohesion | kPa | 10 | | Standard deviation of cohesion | kPa | 3 | | Mean of | — | 0.5774 | | Standard deviation of | — | 0.17322 |
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