A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 29, Issue 15, 2005, Pages 1485-1507

  Kitiyodom, Pastsakorn ^a   Matsumoto, Tatsunori ^a   Kawaguchi, Kanji ^a  

^a KANAZAWA UNIVERSITY   (Japan)

Author keywords

Ground movement; Hybrid model; Mindlin's solution; Piled raft; Tunnelling

Indexed keywords

BEAMS AND GIRDERS; DEFORMATION; FINITE DIFFERENCE METHOD; NUMERICAL METHODS; PILES; PLATES (STRUCTURAL COMPONENTS); SOIL STRUCTURE INTERACTIONS; STRUCTURAL LOADS; TUNNELING (EXCAVATION);

GROUND MOVEMENT; HYBRID MODEL; MINDLIN SOLUTION; PILED RAFT FOUNDATIONS;

PILE FOUNDATIONS;

FOUNDATION; PILE DRIVING; SUBSIDENCE; TUNNELING;

EID: 28444440948     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.469     Document Type: Article

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