Finite element analysis of tunnel-soil-pile interaction using displacement controlled model

Tunnelling and Underground Space Technology

Volumn 22, Issue 4, 2007, Pages 450-466

  Cheng, C Y ^a   Dasari, G R ^a   Chow, Y K ^a   Leung, C F ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Axial force; Bending moment; Displacement profiles; Pile foundation; Tunnelling

Indexed keywords

BENDING (DEFORMATION); COMPUTER SIMULATION; FINITE ELEMENT METHOD; SOIL MECHANICS; STRESSES; TUNNELING (EXCAVATION);

DISPLACEMENT CONTROLLED MODEL (DCM); TUNNEL BOUNDARY; TUNNEL-SOIL-PILE INTERACTION PROBLEMS;

PILE FOUNDATIONS;

BENDING (DEFORMATION); COMPUTER SIMULATION; FINITE ELEMENT METHOD; PILE FOUNDATIONS; SOIL MECHANICS; STRESSES; TUNNELING (EXCAVATION);

BENDING; EXCAVATION STRUCTURE; FINITE ELEMENT METHOD; PILE; PILE RESPONSE; SOIL-STRUCTURE INTERACTION; STRESS ANALYSIS; TUNNEL DESIGN;

EID: 33947149663     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2006.08.002     Document Type: Article

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