2007•Computers and GeotechnicsRequires access

A unified constitutive model for both clay and sand with hardening parameter independent on stress path

Yao Yao, De’an Sun, Hiroshige MATSUOKA

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Key concepts: Dilatant, Stress path, Constitutive equation, Geotechnical engineering, Hardening (computing), Critical state soil mechanics, Triaxial shear test, Shear stress

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A unified constitutive model for both clay and sand with hardening parameter independent on stress path — Research Paper | ScholarLens