An elastoplastic model for saturated freezing soils based on thermo-poromechanics-Reference-Cited by-同舟云学术

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An elastoplastic model for saturated freezing soils based on thermo-poromechanics

Published:2018-08 Issue: Volume:107 Page:246-285
ISSN:0749-6419
Container-title:International Journal of Plasticity
language:en
Short-container-title:International Journal of Plasticity

Author:

Liu Enlong,Lai Yuanming,Wong Henry,Feng Jili

Funder

Chinese Academy of Sciences

National Natural Science Foundation of China

Key Research Program of Frontier Sciences of Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference60 articles.

1. Frozen Ground Engineering;Andersland,2004

2. A thermodynamic framework for constitutive modelling of time- and rate-dependent materials. Part I: Theory;Al-Rub;Int. J. Plast.,2012

3. General theory of three dimensional consolidation;Biot;J. Appl. Phys.,1941

4. The theory of propagation of elastic waves in a fluid-saturated porous solid. I. low-frequency range;Biot;J. Acoust. Soc. Am.,1956

5. One-dimensional analysis of a poroelastic medium during freezing;Boukpeti;Int. J. Numer. Anal. Meth. GeoMech.,2008

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