Behavior of pile groups subject to excavation-induced soil movement in very soft clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 135, Issue 10, 2009, Pages 1462-1474

  Ong, D E L ^a   Leung, C F ^b   Chow, Y K ^b  

^a SWINBURNE UNIVERSITY OF TECHNOLOGY   (Malaysia)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Bending; Centrifuge models; Clays; Deflection; Excavation; Pile groups; Retaining walls; Soil pressure

Indexed keywords

BENDING (DEFORMATION); BENDING MOMENTS; CENTRIFUGATION; CENTRIFUGES; CLAY MINERALS; EXCAVATION; GEOLOGIC MODELS; PILE DRIVING; PILE FOUNDATIONS; REINFORCEMENT; RETAINING WALLS; SOILS;

BENDING; CENTRIFUGE MODELS; DEFLECTION; PILE GROUPS; SOIL PRESSURE;

PILES;

BENDING; CENTRIFUGAL MODEL TEST; DEFLECTION; EXCAVATION; FINITE ELEMENT METHOD; PILE GROUP; SOFT CLAY; SOIL MECHANICS; SOIL-STRUCTURE INTERACTION;

EID: 70349545654     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000095     Document Type: Article

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