Pile response due to excavation-induced lateral soil movement

Journal of Geotechnical Engineering

Volumn 123, Issue 2, 1997, Pages 94-99

  Poulos, H G ^a,b,c   Chen, L T ^b,c  

^a ASC   (Australia)

^b Coffey Partners Int Pty Ltd ^*  (Australia)

^c UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BOUNDARY ELEMENT METHOD; CLAY; COMPUTER AIDED ANALYSIS; DEFLECTION (STRUCTURES); EXCAVATION; FINITE ELEMENT METHOD; GRAPHIC METHODS; LOADS (FORCES); PILE FOUNDATIONS;

DESIGN CHARTS; EXCAVATION INDUCED LATERAL SOIL MOVEMENT; PILE BENDING MOMENTS; PILE RESPONSE;

DYNAMIC RESPONSE;

BOUNDARY ELEMENT METHOD; EXCAVATION; FINITE ELEMENT METHOD; PILE RESPONSE; SOIL MOVEMENT;

EID: 0031079903     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:2(94)     Document Type: Article

References (12)

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