Shaking table test on ground liquefaction effect of soil-metro station structure under near-and-far field ground motions

Yantu Lixue/Rock and Soil Mechanics

Volumn 31, Issue 12, 2010, Pages 3733-3740

  Zuo, Xi ^a   Chen, Guo Xing ^a   Wang, Zhi Hua ^a   Du, Xiu Li ^b   Sun, Tian ^a   Hu, Qing Xing ^a  

^a NANJING TECH UNIVERSITY   (China)

^b BEIJING UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Dynamic response; Liquefaction effect; Metro station structure; Shaking table test

Indexed keywords

ACCELERATION RESPONSE; DEVELOPMENT LAW; DISSIPATION RATES; DYNAMIC EARTH PRESSURES; FAR-FIELD GROUND MOTION; FLOATING PHENOMENA; FOUNDATION SOILS; HORIZONTAL DISPLACEMENTS; LIQUEFACTION EFFECTS; LIQUEFIABLE GROUND; MEASURED POINTS; METRO STATIONS; PORE-WATER PRESSURES; SHAKING TABLE TESTS; SIDE WALLS; SOIL PRESSURE; STRAIN RESPONSE; STRONG GROUND MOTION;

DYNAMIC RESPONSE; EARTHQUAKES; PORE PRESSURE; PRESSURE DISTRIBUTION; RETAINING WALLS; SOIL LIQUEFACTION; SOILS; SUBSIDENCE; SUBWAY STATIONS; WATER;

PRESSURE EFFECTS;

EID: 78651068537     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

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