Analyses of behavior of stress–strain of frozen Lanzhou loess subjected to K0 consolidation-Reference-Cited by-同舟云学术

Analyses of behavior of stress–strain of frozen Lanzhou loess subjected to K0 consolidation

Published:2004-11 Issue:1-2 Volume:40 Page:19-29
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Wang Dayan,Ma Wei,Chang Xiaoxiao

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Time-dependent strength behavior of frozen soils;Andersland;Proceeding in ASCE,1970

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

3. Mechanics of frozen soil for deep alluvium—a new field of frozen soil mechanics;Cui;Journal of Glaciology and Geocryology,1998

4. Mechanism and prevention techniques of fracture shaft lining failure in the special stratum (Part three);Huang;Journal of China University of Mining and Technology,1997

5. An engineering theory of creep of frozen soil;Ladanyi;Canadian Geotechnical Journal,1972

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