Experimental study of the dynamic properties of cement- and lime-modified clay soils subjected to freeze-thaw cycles

Cold Regions Science and Technology

Volumn 61, Issue 1, 2010, Pages 29-33

  Liu, Jiankun ^a   Wang, Tianliang ^a   Tian, Yahu ^a  

^a BEIJING JIAOTONG UNIVERSITY   (China)

Author keywords

Cement modified soil; Critical deviator stress; Deviator stress attenuation coefficient; Freeze; Lime modified soil; Thaw

Indexed keywords

ATTENUATION COEFFICIENT; BLEND RATIOS; DEVIATOR STRESS; DYNAMIC LOADINGS; DYNAMIC PROPERTY; DYNAMIC TRIAXIAL TESTS; EXPERIMENTAL STUDIES; FILL MATERIALS; FREEZE-THAW; FREEZE-THAW CYCLES; HIGH SPEED TRAINS; HIGH-SPEED RAILWAYS; LIME-MODIFIED SOIL; LONG TERM PERFORMANCE; MIXTURE PROPORTIONS; MODIFICATION METHODS; MODIFIED CLAYS; NORTHERN CHINA; RESILIENT MODULUS; THAW;

CLAY; LIME; MECHANICAL PROPERTIES; RAILROAD TRANSPORTATION; RAILROADS; SOIL CEMENT; THAWING;

SOIL TESTING;

CLAY SOIL; DYNAMIC PROPERTY; EXPERIMENTAL STUDY; FREEZE-THAW CYCLE; LOADING TEST; PERFORMANCE ASSESSMENT; RESILIENCE; SOIL MECHANICS; SOIL TEST; STRESS ANALYSIS; THRESHOLD; TRIAXIAL TEST; YOUNG MODULUS;

CHINA;

EID: 75349083233     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2010.01.002     Document Type: Article

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