A unified plasticity model for cyclic behaviour of clay and sand

DOI10.1016/j.mechrescom.2006.06.010zbMath1192.74047OpenAlexW2081502139MaRDI QIDQ986958

Jun Wang, Hai-Sui Yu, Cuong Khong

Publication date: 12 August 2010

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mechrescom.2006.06.010

zbMATH Keywords

cyclic loadingexperimental evaluationtriaxial testsbounding surface plasticityclay and sandcritical state modelstate parameter

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Soil and rock mechanics (74L10)

Related Items (2)

Fractional-order modelling of state-dependent non-associated behaviour of soil without using state variable and plastic potential ⋮ Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand

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