Abstract: A constitutive model for the stress‐strain‐pore‐pressure behavior of fluid‐saturated cohesive soils under dynamic loading is developed using the concept of bounding surface plasticity. The model adopts the joint invariants ...

Abstract: A constitutive model for the stress‐strain‐pore pressure behavior of saturated cohesive soils under both monotonic and cyclic loadings has been presented in the companion paper. The model has been implemented into a numerical ...

Abstract: Numerical analyses for soil structures under monotonic and cyclic loading using nonlinear models have developed rapidly in recent years. Effective stress-based soil models are incorporated in the analyses to predict soil ...