An elastoplastic constitutive model for frozen soil considering fracture of cryostructure and propagation of cracks-Reference-Cited by-同舟云学术

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An elastoplastic constitutive model for frozen soil considering fracture of cryostructure and propagation of cracks

Published:2023-10 Issue: Volume:127 Page:104074
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Shi Sheng,Zhang Feng,Zhu Fengjin,Feng Decheng

Funder

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

Key Research and Development Program of Heilongjiang

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference60 articles.

1. A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure;Qi;Acta Geotech.,2007

2. Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil;Lai;Int. J. Plast,2009

3. Experimental and theoretical investigations on the mechanical behavior of frozen silt;Yang;Cold Reg. Sci. Technol.,2016

4. The mechanical behaviour of frozen earth materials under high pressure triaxial test conditions;Chamberlain;Géotechnique.,1972

5. Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics;Lai;Int. J. Plast,2010

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