Shaking table tests for studies of soil liquefaction and soil-pile interaction

Geotechnical Engineering

Volumn 41, Issue 1, 2010, Pages

  Ueng, T S ^a,b  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE ACCELERATION; EARTHQUAKE ENGINEERING; LAMINAR SHEAR BOX; MULTI-DIRECTIONAL; PHYSICAL MODEL TEST; PILE PERFORMANCE; PORE-WATER PRESSURES; SATURATED SAND; SHAKING TABLE TESTS; SHAKING TABLES; SHEAR BOX; SOIL-PILE INTERACTIONS; VIET NAM;

BEHAVIORAL RESEARCH; BENDING TESTS; CIVIL ENGINEERING; EARTHQUAKES; GEOLOGIC MODELS; PILES; SILICA; SILICA SAND; SOILS;

SOIL LIQUEFACTION;

ACCELERATION; BENDING; BIAXIAL TEST; DISPLACEMENT; EARTHQUAKE ENGINEERING; LIQUEFACTION; PILE; POREWATER; SHAKING TABLE TEST; SILICA; SOIL DEPTH; SOIL-STRUCTURE INTERACTION;

TAIWAN; VIET NAM;

EID: 80053041614     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (19)

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