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Volumn 25, Issue 8, 2004, Pages 1330-1334

Analysis of earth deformation caused by shield tunnel construction and 3D-FEM simulation

Author keywords

3D FEM simulation; Analysis of earth deformation; Shield tunnel

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; FINITE ELEMENT METHOD; SOIL MECHANICS; STRESS RELIEF; THREE DIMENSIONAL;

EID: 5144232329     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (67)

References (18)
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    • Finite element modeling of the three-dimensional ground deformations due to tunnelling in son cohesive soils: Pant I - Method of analysis
    • Lee K M, Rowe R K. Finite element modeling of the three-dimensional ground deformations due to tunnelling in son cohesive soils: pant I-method of analysis[J]. Computers and Geotechnics, 1990, (10): 87-109.
    • (1990) Computers and Geotechnics , Issue.10 , pp. 87-109
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    • Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part II - Results
    • Lee K M, Rowe R K. Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: part II-results[J]. Computers and Geotechnics, 1990. 10: 111-138.
    • (1990) Computers and Geotechnics , vol.10 , pp. 111-138
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    • An evaluation of simplified techniques for estimating three-dimensional undrained ground movements due to tunnelling in soft soils
    • Rowe R K, Lee K M. An evaluation of simplified techniques for estimating three-dimensional undrained ground movements due to tunnelling in soft soils[J]. Canadian Geotechnical Journal, 1992. 29: 39-52.
    • (1992) Canadian Geotechnical Journal , vol.29 , pp. 39-52
    • Rowe, R.K.1    Lee, K.M.2
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    • 3-Dimension nonlinear finite element simulation of tunnel structure for moving-forward shield
    • WANG Min-qiang, CHEN Sheng-hong, 3-Dimension nonlinear finite element simulation of tunnel structure for moving-forward shield[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(2): 228-232.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.