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 parametersEmbankment fill

van Genuchten parameter (1/kPa)0.275
van Genuchten parameter1.23
Minimum saturation0.00
Maximum saturation0.99
Water permeability shape parameter3
Gas permeability shape parameter1
Suction parameter0.2
Suction parameter0.1
Suction parameter0.2
Suction parameter0.1