Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil

• Published in: International journal of plasticity Vol. 25; no. 6; pp. 1177 - 1205
• Main Authors: Lai, Yuanming, Jin, Long, Chang, Xiaoxiao
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01.06.2009; Elsevier
• Subjects: Applied sciences; Buildings. Public works; Confining; Constitutive relationships; Cross anisotropic damage; Damage; Elasto-plastic damage constitutive model; Exact sciences and technology; Fracture mechanics (crack, fatigue, damage...); Frozen; Frozen sandy soil; Frozen soils; Fundamental areas of phenomenology (including applications); Geotechnics; Inelasticity (thermoplasticity, viscoplasticity...); Mathematical analysis; Mathematical models; Physics; Pressure melting; Sandy soils; Soil mechanics. Rocks mechanics; Solid mechanics; Structural and continuum mechanics; Yield function; Frozen sandy soil; Pressure melting; Cross anisotropic damage; Yield function; Elasto-plastic damage constitutive model; Constitutive equation; High strain; Melting; Induced anisotropy; Yield criterion; Triaxial test; Experimental study; Compression test; Modeling; Soil mechanics; Pressurizing; High pressure; Triaxial compression; Inelasticity; Pressure effect; Elastoplasticity; Regularity; Strain hardening; Damaging
• ISSN: 0749-6419; 1879-2154
• DOI: 10.1016/j.ijplas.2008.06.010

A series of triaxial compression tests was carried out on a frozen sandy soil under confining pressures of 0–18 MPa at −6 °C. The experimental results indicate that, the strength of frozen sandy soil increases versus the increase in the confining pressures when σ 3 ⩽ 3 MPa, but decreases when σ 3 > 3 MPa. This phenomenon is called the strengthening and weakening effects of confining pressures. A yield function, considering both effects, is proposed using the experimental method according to Drucker’s postulate, and the mathematical expression of the hardening parameter, which can describe the softening and hardening phenomenon, is provided. An elasto-plastic constitutive model for frozen sandy soil is developed. Based on the continuum damage theory, the cross anisotropic damage variables are deduced and their change regularities are investigated. Then the elasto-plastic damage constitutive model is proposed by introducing damage variables into elasto-plastic constitutive model. The validity of the model is verified by comparing its modeling results with experimental results obtained from triaxial tests. It is found that, this model can predict the deformation regularity of frozen soil exactly. It can simulate the stress–strain process under high confining pressures when pressure melting phenomena appear especially well.