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Volumn 3, Issue 3, 2008, Pages 73-82

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

Author keywords

Excavation; Finite element; Settlement; Slurry shield tunneling; Structure; Three dimensional

Indexed keywords

ADJACENT STRUCTURES; COMPARISON RESULTS; CONSTITUTIVE RELATIONS; CONTROLLED MODEL; FIELD ANALYSIS; FINITE ELEMENT; FINITE ELEMENT ANALYSIS; FLOW RULES; HIGHWAY TUNNELLING; MODEL ANALYSIS; MOHR-COULOMB CRITERION; NUMERICAL MODELLING; SETTLEMENT; SHALLOW TUNNELS; SHIELD TUNNELLING; SLURRY SHIELD TUNNELING; SOFT SOILS; SOIL BEHAVIORS; STRUCTURE; THREE-DIMENSIONAL FINITE ELEMENT MODELS;

EID: 78651544657     PISSN: 19918747     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (9)

References (24)
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  • 4
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  • 6
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    • in press
    • Cheng,C. Y.,Dasari,G.R., Finite element analysis of tunnel-soil-pile interaction using displacement controlled model. Tunnelling and Underground Space Technology. in press,2006,pp1-17.
    • (2006) Tunnelling and Underground Space Technology , pp. 1-17
    • Cheng, C.Y.1    Dasari, G.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.