A numerical study into lateral cyclic nonlinear soil-pile response

Canadian Geotechnical Journal

Volumn 45, Issue 9, 2008, Pages 1268-1281

  Allotey, Nii ^a   El Naggar, M Hesham ^b  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

^b UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Cyclic; Degradation; Nonlinear; Plastic hinge; Seismic; Soil cave in; Soil pile structure interaction; Winkler model

Indexed keywords

ABS RESINS; CAVES; CLAY MINERALS; FOUNDATIONS; LANDFORMS; NUMERICAL ANALYSIS; PILE FOUNDATIONS;

CYCLIC; DEGRADATION; NONLINEAR; PLASTIC HINGE; SEISMIC; SOIL CAVE-IN; SOIL-PILE-STRUCTURE INTERACTION; WINKLER MODEL;

PILES;

CYCLIC LOADING; NUMERICAL METHOD; PILE; PILE RESPONSE; SOIL-STRUCTURE INTERACTION; STIFFNESS; WINKLER FOUNDATION;

EID: 51749101894     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T08-050     Document Type: Article

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