数値解析 (1)

[III-323] Verification on saturated Shirasu soil cyclic behavior under undrained condition controlling back stress parameter of kinematic hardening law

*Mayu Tanaka¹, Yukoh Kiyohara² (1. National Institute of Technology,Hachinohe College Advanced Course, 2. National Institute of Technology,Hachinohe College)

Keywords:cyclic triaxial test, elastoplastic constitutive equation, kinematic hardening law, back stress parameter, Ninohe Shirasu soil