Experimental study on effect of initial stress condition on dynamic behavior and deformation parameters of loose sands

Yantu Lixue/Rock and Soil Mechanics

Volumn 26, Issue 8, 2005, Pages 1195-1200

  Guo, Ying ^a   Luan, Mao Tian ^a,b   Shi, Dan Da ^a   Xu, Cheng Shun ^a   He, Yang ^a   Li, Mu Guo ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

Author keywords

Cyclic torsional shear tests; Damping ratio; Dynamic modulus; Initial consolidation condition; Initial deviatoric stress ratio; Initial orientation of principal stress

Indexed keywords

CONSOLIDATION; CYCLIC LOADS; DAMPING; DEFORMATION; ELASTIC MODULI; SOIL MECHANICS; STRESSES;

CYCLIC TORSIONAL SHEAR TESTS; DAMPING RATIO; DYNAMIC MODULUS; INITIAL CONSOLIDATION CONDITION; INITIAL DEVIATORIC STRESS RATIO; INITIAL PRINCIPAL STRESS ORIENTATION;

SAND;

EID: 23944447366     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

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3. LUAN Mao-tian, GUO Ying, LI Mu-guo, et al. Development and application of soil static and dynamic universal triaxial and torsional shear apparatus[J]. Journal of Dalian University of Technology, 2003, 43(5): 670-675.
4. GUO Ying. Experimental studies on undrained cyclic behavior of loose sands under complex stress conditions considering static and cyclic coupling effect[D]. Dalian: Dalian University of Technology, 2003.
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