Effects of temperature, strain rate and dry density on compressive strength of saturated frozen clay

Cold Regions Science and Technology

Volumn 39, Issue 1, 2004, Pages 39-45

  Li, Haipeng ^a,b   Zhu, Yuanlin ^a   Zhang, Junbing ^c   Lin, Chuannian ^c  

^a INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

^b CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

^c LANZHOU UNIVERSITY   (China)

Author keywords

Saturated frozen clay; Strain rate; Time to failure; Uniaxial compressive strength

Indexed keywords

CLAY; COMPRESSIVE STRENGTH; ESTIMATION; STRAIN RATE;

DRY DENSITY; FROZEN CLAY;

TEMPERATURE CONTROL;

CLAY; COLD REGION; COMPRESSIVE STRENGTH; DRY DENSITY; FROZEN GROUND; SOIL MECHANICS; STRAIN RATE; TEMPERATURE EFFECT;

EID: 3042549660     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2004.01.001     Document Type: Article

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