Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 1, 2006, Pages 45-53

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

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b CPG Consultants Pte Ltd   (Singapore)

Author keywords

Bending moments; Centrifuge model; Clays; Deflection; Excavation; Failures; Retaining walls; Soil deformation; Soil pressure

Indexed keywords

BENDING MOMENTS; CRACK INITIATION; DEFLECTION (STRUCTURES); EXCAVATION; FAILURE (MECHANICAL); MATHEMATICAL MODELS; PILES; PRESSURE EFFECTS; RETAINING WALLS;

CENTRIFUGE MODEL; COLLAPSED WALL; SOIL DEFORMATION; SOIL EXCAVATION; SOIL PRESSURE; TENSION CRACKS;

CLAY;

CLAY SOIL; PILE; SOIL-STRUCTURE INTERACTION;

EID: 31444433627     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:1(45)     Document Type: Article

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