Energy dissipation and failure criterion of artificial frozen soil-Reference-Cited by-同舟云学术

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Energy dissipation and failure criterion of artificial frozen soil

Published:2016-09 Issue: Volume:129 Page:137-144
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Yugui Yang,Feng Gao,Hongmei Cheng,Peng Hou

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference33 articles.

1. Mathematical description for the behaviour of ice-rich frozen soils at temperatures close to 0°C;Arenson;Can. Geotech. J.,2005

2. Recent developments in the finite element analysisi of PCRV;Argyris;Nucl. Eng. Des.,1974

3. Sensitivity study of the Drucker–Prager modeling parameters in the prediction of the nonlinear response of reinforced concrete structures;Arslan;Mater. Des.,2007

4. A temperature behavior of frozen soils: Field experiments and numerical solution;Bronfenbrener;Cold Reg. Sci. Technol.,2012

5. Elastic strain energy release from fragmenting grains: Effects on fault rupture;Davies;J. Stru. Geol.,2012

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