Centrifuge model study of laterally loaded pile groups in clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 3, 2004, Pages 274-283

  Ilyas, T ^a   Leung, C F ^b   Chow, Y K ^b   Budi, S S ^a  

^a UNIVERSITY OF INDONESIA   (Indonesia)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Bending moments; Centrifuge model; Clays; Deflection; Efficiency; Pile groups; Pile lateral loads; Soil pile interaction

Indexed keywords

ALUMINUM; BENDING MOMENTS; CENTRIFUGES; CLAY; KAOLIN; PILES;

CENTRIFUGE MODEL TESTS; SHADOWING EFFECTS;

GEOTECHNICAL ENGINEERING;

CENTRIFUGAL MODEL TEST; CLAY; LOADING; PILE GROUP; PILE RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 1642276323     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:3(274)     Document Type: Article

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