Pile responses caused by tunneling

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 125, Issue 3, 1999, Pages 207-215

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

^a Ethiopian Roads Authority   (Australia)

^b UNIVERSITY OF SYDNEY   (Australia)

^c UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY ELEMENT METHOD; DEFLECTION (STRUCTURES); DYNAMIC RESPONSE; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRENGTH OF MATERIALS; TUNNELING (EXCAVATION);

SOIL STRENGTH;

PILE FOUNDATIONS;

ANALYTICAL METHOD; BOUNDARY ELEMENT METHOD; PILE RESPONSE; TUNNELING; URBAN SITE;

EID: 0033103547     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:3(207)     Document Type: Article

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