Numerical modelling of nonlinear response of soil. Part 1: Constitutive model

Author:

Liu X.,Cheng X.H.,Scarpas A.,Blaauwendraad J.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference26 articles.

1. Elastic–plastic model for saturated sand;Baladi;Journal of Geotechnical Engineering Division, ASCE,1979

2. Cheng, X., den Haan, E.J., Barends, F.B.J., 2001. Laboratory and Numerical Investigations of Triaxial Compression Behaviour of a Duch Sand. GeoDelft Internal Report

3. Theories of plasticity and the failure of soil masses;Davis,1968

4. A general basis for yield, failure and potential functions in plasticity;Desai;International Journal for Numerical and Analytical Methods in Geomechanics,1980

5. Mechanics of materials and interface: the disturbed state concept;Desai,2001

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