Research Article
Numerical Analysis of Damaged River Embankment during the 2011 Tohoku Earthquake Using a Multiphase-Coupled FEM Analysis Method
Table 3
Soil-water characteristic curve and hydraulic parameters.
| Water characteristic parameters | | Embankment fill |
| van Genuchten parameter (1/kPa) | | 0.275 | van Genuchten parameter | | 1.23 | Minimum saturation | | 0.00 | Maximum saturation | | 0.99 | Water permeability shape parameter | | 3 | Gas permeability shape parameter | | 1 | Suction parameter | | 0.2 | Suction parameter | | 0.1 | Suction parameter | | 0.2 | Suction parameter | | 0.1 |
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