Flexural response of piles under liquefied soil conditions

Geotechnical and Geological Engineering

Volumn 25, Issue 4, 2007, Pages 409-422

  Meera, R S ^a   Shanker, K ^a   Basudhar, P K ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

Axially and laterally loaded piles; Flexural behavior; Lateral spreading; Liquefaction; Pseudo static analysis; Soil structure interaction; Subgrade reaction

Indexed keywords

AXIAL LOADS; BENDING MOMENTS; PILE FOUNDATIONS; SOIL STRUCTURE INTERACTIONS;

LATERAL LOAD; LATERAL SPREADING; PSEUDO-STATIC ANALYSIS;

SOIL LIQUEFACTION;

BENDING; DEFLECTION; FLEXURE; INERTIA; LIQUEFACTION; LOADING; PILE; SOIL COVER; SOIL-STRUCTURE INTERACTION;

EID: 34347382547     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-006-9118-z     Document Type: Article

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