Research Article

Numerical Analysis of Damaged River Embankment during the 2011 Tohoku Earthquake Using a Multiphase-Coupled FEM Analysis Method

Figure 7

Comparison between the original elastoplastic model and the modified elastoplastic model.
(a) Comparison of time history of pore water pressure
(b) Comparison of time history of mean effective stress
(c) Comparison of time history of elastic shear modulus
(d) Comparison of time history of kinematic hardening parameter
(e) Stress path of element 8 for cyclic elastoplastic model
(f) Stress path of element 8 for extended cyclic elastoplastic model
(g) Comparison of time history of settlement