Effect of moisture content on mechanical and damage behavior of frozen loess under triaxial condition along with different confining pressures

Author:

Xu Xiangtian,Li Qionglin,Lai Ying,Pang Wentai,Zhang Ruiping

Funder

National Nature Science Foundation of China

Natural Science Foundation of Inner Mongolia

Inner Mongolia University

Natural Science Foundation of Heilongjiang Province

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Compressive strength of some frozen soils;Baker,1976

2. A constitutive model for frozen soil based on rate-dependent damage evolution;Cao;Int. J. Damage Mech,2017

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

4. Construction of Qinghai-Tibet railway with cooled roadbed;Cheng;China Railway Science,2003

5. Strength properties of ice-rich frozen silty sands under uniaxial compression for a wide range of strain rates and moisture contents;Du;Cold Reg. Sci. Technol.,2016

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