Elasto-plastic Constitutive Model for Overconsolidated Clays
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DOI: 10.1007/s40999-017-0193-8
Abstract: Constitutive model for saturated cohesive soils based on the bounding surface plasticity notion with anisotropic hardening law is presented in the paper. The model predicts inelastic behaviour of overconsolidated cohesive soils. The projection centre is… read more here.
Keywords: plastic constitutive; bounding surface; projection centre; elasto plastic ... See more keywords