Bending-buckling interaction as a failure mechanism of piles in liquefiable soils

Soil Dynamics and Earthquake Engineering

Volumn 30, Issue 1-2, 2010, Pages 32-39

  Dash, Suresh R ^a   Bhattacharya, Subhamoy ^b   Blakeborough, Anthony ^a  

^a UNIVERSITY OF OXFORD   (United Kingdom)

^b UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Bending; Buckling; Liquefaction; p y curve; Pile

Indexed keywords

ANALYTICAL METHOD; BENDING; BUCKLING ANALYSIS; BUCKLING CRITERIA; BUCKLING INTERACTION; CASE HISTORY; COMBINED ANALYSIS; COMBINED EFFECT; DESIGN CRITERION; FAILURE MECHANISM; LATERAL LOADS; LIQUEFIABLE SOIL; NUMERICAL TECHNIQUES; P - Y CURVE; PILE RESPONSE; PILE SOIL INTERACTION; PSEUDO-STATIC ANALYSIS; WINKLER FOUNDATIONS;

AXIAL LOADS; PILES; QUALITY ASSURANCE; SEISMIC DESIGN; SOIL LIQUEFACTION; SOILS;

BUCKLING;

ANALYTICAL METHOD; BENDING; BUCKLING; FAILURE MECHANISM; LIQUEFACTION; LOADING; NUMERICAL METHOD; PILE; SEISMIC DESIGN; SOIL-STRUCTURE INTERACTION; STRUCTURAL RESPONSE;

EID: 70449522967     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2009.08.002     Document Type: Article

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