A Modified Two-Surface Plasticity Model for Saturated and Unsaturated Soils

Author:

Vahdani Mohammad,Hajitaheriha Mohammad Mahdi,Hasani Motlagh Amin,Sadeghi HamedORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference37 articles.

1. Schofield AN, Wroth CP (1968) Critical state soil mechanics. McGraw-Hill, London

2. Manzari MT, Dafalias YF (1997) A critical state two-surface plasticity model for sands. Geotechnique 47(2):255–272

3. Taiebat M, Shahir H, Pak A (2007) Study of pore pressure variation during liquefaction using two constitutive models for sand. Soil Dyn Earthq Eng 27(1):60–72

4. Sadrnezhad SA (2002) Constitutive model for multi-laminate induced anisotropic double hardening elastic-plasticity of sand. Int J Eng 15(2):115–124

5. Sadrnejad SA (2002) A sub loading surface multilaminate model for elastic-plastic porous media. Int J Eng 15(4):315–324

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