Experimental study on dynamic shear modulus of remolded frozen silty clay for Qinghai-Xizang Railway

Journal of Earthquake Engineering and Engineering Vibration

Volumn 27, Issue 2, 2007, Pages 177-180

  Wang, Lixia ^a,b,c,d   Hu, Qingli ^b   Ling, Xianzhang ^b   Cai, Desuo ^a,d   Xu, Xueyan ^b  

^a GUANGXI ELECTRIC POWER INDUSTRY INVESTIGATION DESIGN AND RESEARCH INSTITUTE   (China)

^b HARBIN INSTITUTE OF TECHNOLOGY   (China)

^c JILIN ARCHITECTURAL AND CIVIL ENGINEERING INSTITUTE   (China)

^d WUHAN UNIVERSITY   (China)

Author keywords

Dynamic shear modulus; Low temperature dynamic triaxial test; Qinghai Xizang Railway; Remolded frozen silty clay

Indexed keywords

CONFINING PRESSURE; DYNAMIC PROPERTY; EARTHQUAKE ENGINEERING; FROZEN GROUND; LOW TEMPERATURE; PERMAFROST; RAILWAY; SHEAR MODULUS; SILTY CLAY; TRIAXIAL TEST;

ASIA; CHINA; EURASIA; FAR EAST; QINGHAI; XIZANG;

EID: 34548107612     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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