[OS-29] Numerical and constitutive models for dynamic analysis 4

[OS-29-01] Comparison of total and effective stress-based constitutive models for modeling strain-softening of fine-grained soils

Michael Kiernan², *Jack Montgomery¹ (1. Auburn University, 2. Clemson University)

キーワード：Nonlinear dynamic analyses, Landslide, Strain-softening clay, Constitutive models