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 |