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Volumn 44, Issue 2, 2004, Pages 71-84
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Influence of surface loads and construction sequence on ground response due to tunnelling
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Author keywords
Constitutive equation of soil; Construction sequence; Earth pressure; Excavation; Finite element method; Model test; Settlement; Surface load; Trap door; Tunnel (IGC: E2 E5 E14 H5)
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Indexed keywords
DYNAMIC LOADS;
ELASTOPLASTICITY;
EXCAVATION;
FINITE ELEMENT METHOD;
MATHEMATICAL MODELS;
SOILS;
TUNNELING (EXCAVATION);
CONSTITUTIVE EQUATION OF SOIL;
CONSTRUCTION SEQUENCE;
EARTH PRESSURE;
MODEL TEST;
SETTLEMENT;
SURFACE LOAD;
TRAP DOOR;
TUNNEL;
STRUCTURAL LOADS;
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EID: 24744465015
PISSN: 00380806
EISSN: None
Source Type: Journal
DOI: 10.3208/sandf.44.2_71 Document Type: Article |
Times cited : (47)
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References (7)
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