Thermo-mechanical stability analysis of cooling embankment with crushed-rock interlayer on a sloping ground in permafrost regions-Reference-Cited by-同舟云学术

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Thermo-mechanical stability analysis of cooling embankment with crushed-rock interlayer on a sloping ground in permafrost regions

Published:2017-10 Issue: Volume:125 Page:1200-1208
ISSN:1359-4311
Container-title:Applied Thermal Engineering
language:en
Short-container-title:Applied Thermal Engineering

Author:

Pei Wansheng,Zhang Mingyi,Li Shuangyang,Lai Yuanming,Jin Long

Funder

National Natural Science Foundation of China

West Light Foundation of the Chinese Academy of Sciences

Key Research Program of Frontier Sciences of Chinese Academy of Sciences

100-Talent Program of the Chinese Academy of Sciences

Program of the State Key Laboratory of Frozen Soil Engineering

STS Program of the Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Energy Engineering and Power Technology

Reference34 articles.

1. Frozen Ground Engineering;Andersland,2004

2. Theory and Application of Cold Regions Engineering;Lai,2009

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

4. Stability of slopes in frozen soil, Mackenzie Valley, NWT;McRoberts;Can. Geotech. J.,1974

5. Why permafrost rocks become unstable: a rock–ice-mechanical model in time and space;Krautblatter;Earth Surf. Proc. Land.,2013

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