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Volumn 25, Issue SUPPL. 1, 2006, Pages 3317-3323

Study on calculation method of ground deformation induced by shield tunnel construction

Author keywords

Bulkhead additive thrust; Friction force; Ground loss; Shield tunnel; Surface deformation; Tunnel engineering

Indexed keywords

CONSTRUCTION; DATA PROCESSING; DEFORMATION; ELASTICITY; EXCAVATION; FRICTION; SOIL MECHANICS; SURFACES;

EID: 33747074031     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (79)

References (21)
  • 2
    • 0020202730 scopus 로고
    • Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil
    • Attewell P B, Woodman J P. Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil[J]. Ground Engineering, 1982, 15(8): 13-20, 36.
    • (1982) Ground Engineering , vol.15 , Issue.8
    • Attewell, P.B.1    Woodman, J.P.2
  • 3
    • 0004186106 scopus 로고
    • Beijing: China Railway Publishing House, Chinese source
    • Liu Jianhang, Hou Xueyuan. Shield Driven Tunnel[M]. Beijing: China Railway Publishing House, 1991. (in Chinese)
    • (1991) Shield Driven Tunnel
    • Liu, J.1    Hou, X.2
  • 4
    • 0023406881 scopus 로고
    • Analysis of undrained soil deformation due to ground loss
    • Sagaseta C. Analysis of undrained soil deformation due to ground loss[J]. Geotechnique, 1987, 37(3): 301-320.
    • (1987) Geotechnique , vol.37 , Issue.3 , pp. 301-320
    • Sagaseta, C.1
  • 6
    • 21144443004 scopus 로고    scopus 로고
    • Application of image method to calculating tunneling-induced soil displacement
    • Chinese source
    • Jiang Xinliang, Zhao Zhimin. Application of image method to calculating tunneling-induced soil displacement[J]. Journal of Harbin Institute of Technology, 2005, 37(6): 801-803. (in Chinese)
    • (2005) Journal of Harbin Institute of Technology , vol.37 , Issue.6 , pp. 801-803
    • Jiang, X.1    Zhao, Z.2
  • 7
    • 0035274909 scopus 로고    scopus 로고
    • Stochastic theory for predicting longitudinal settlement in soft-soil tunnel
    • Chinese source
    • Zhu Zhonglong, Zhang Qinghe, Yi Hongzhuan. Stochastic theory for predicting longitudinal settlement in soft-soil tunnel[J]. Rock and Soil Mechanics, 2001, 22(1): 56-59. (in Chinese)
    • (2001) Rock and Soil Mechanics , vol.22 , Issue.1 , pp. 56-59
    • Zhu, Z.1    Zhang, Q.2    Yi, H.3
  • 8
    • 27744501213 scopus 로고    scopus 로고
    • Numerical analysis of shield tunneling construction through adjacent objects
    • Chinese source
    • Liao Shaoming, Yu Yan, Peng Fangle. Numerical analysis of shield tunneling construction through adjacent objects[J]. Rock and Soil Mechanics, 2004, 25(Supp.2): 223-226. (in Chinese)
    • (2004) Rock and Soil Mechanics , vol.25 , Issue.SUPPL.2 , pp. 223-226
    • Liao, S.1    Yu, Y.2    Peng, F.3
  • 9
    • 5144232329 scopus 로고    scopus 로고
    • Analysis of earth deformation caused by shield tunnel construction and 3D finite element simulation
    • Chinese source
    • Yu Ning, Zhu Hehua. Analysis of earth deformation caused by shield tunnel construction and 3D finite element simulation[J]. Rock and Soil Mechanics, 2004, 25(8): 1330-1334. (in Chinese)
    • (2004) Rock and Soil Mechanics , vol.25 , Issue.8 , pp. 1330-1334
    • Yu, N.1    Zhu, H.2
  • 10
    • 16644389344 scopus 로고    scopus 로고
    • 3D finite element simulation on deformation of soil mass during shield tunneling
    • Chinese source
    • Zhang Haibo, Yin Zongze, Zhu Jungao. 3D finite element simulation on deformation of soil mass during shield tunneling[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(5): 755-760. (in Chinese)
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.5 , pp. 755-760
    • Zhang, H.1    Yin, Z.2    Zhu, J.3
  • 11
    • 26644468373 scopus 로고    scopus 로고
    • Prediction of longitudinal ground deformation due to tunnel construction with shield in soft soil
    • Chinese source
    • Wei Gang, Xu Riqing. Prediction of longitudinal ground deformation due to tunnel construction with shield in soft soil[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1077-1081. (in Chinese)
    • (2005) Chinese Journal of Geotechnical Engineering , vol.27 , Issue.9 , pp. 1077-1081
    • Wei, G.1    Xu, R.2
  • 12
    • 29244487437 scopus 로고    scopus 로고
    • Analysis for additional stress of surrounding soil due to the driving of shield tunnel
    • Chinese source
    • Zhang Dongmei, Huang Hongwei. Analysis for additional stress of surrounding soil due to the driving of shield tunnel[J]. Underground Space, 1999, 19(5): 379-382. (in Chinese)
    • (1999) Underground Space , vol.19 , Issue.5 , pp. 379-382
    • Zhang, D.1    Huang, H.2
  • 13
    • 36849129839 scopus 로고
    • Force at a point in the interior of a semi-infinite solid
    • Mindlin R D. Force at a point in the interior of a semi-infinite solid[J]. Physics, 1936, 7(5): 195-201.
    • (1936) Physics , vol.7 , Issue.5 , pp. 195-201
    • Mindlin, R.D.1
  • 15
    • 29244487438 scopus 로고    scopus 로고
    • Determination of mechanical parameters on pile-soil interface
    • Chinese source
    • Xu Hongfa, Wang Bin, Dai Xiaoping, et al. Determination of mechanical parameters on pile-soil interface[J]. Journal of Hohai University, 2001, 29(Supp.): 54-56. (in Chinese)
    • (2001) Journal of Hohai University , vol.29 , Issue.SUPPL. , pp. 54-56
    • Xu, H.1    Wang, B.2    Dai, X.3
  • 16
    • 33747034235 scopus 로고    scopus 로고
    • Theoretical study on behavior of soil and structure during pipe jacking construction
    • Hangzhou: Zhejiang University, Chinese source
    • Wei Gang. Theoretical study on behavior of soil and structure during pipe jacking construction[Ph. D. Thesis][D]. Hangzhou: Zhejiang University, 2006. (in Chinese)
    • (2006)
    • Wei, G.1
  • 17
    • 0027010176 scopus 로고
    • Subsidence owing to tunneling. I: Estimating the gap parameter
    • Lee K M, Rowe R K, Lo K Y. Subsidence owing to tunneling, I: estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29(6): 929-940.
    • (1992) Canadian Geotechnical Journal , vol.29 , Issue.6 , pp. 929-940
    • Lee, K.M.1    Rowe, R.K.2    Lo, K.Y.3
  • 18
    • 85014492837 scopus 로고
    • Author's reply to Schmidt
    • Schmidt C. Author's reply to Schmidt[J]. Geotechnique, 1988, 38(4): 647-649.
    • (1988) Geotechnique , vol.38 , Issue.4 , pp. 647-649
    • Schmidt, C.1
  • 20
    • 0035401858 scopus 로고    scopus 로고
    • Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model
    • Chi S Y, Chern J C, Lin C C. Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 159-166.
    • (2001) Tunnelling and Underground Space Technology , vol.16 , Issue.3 , pp. 159-166
    • Chi, S.Y.1    Chern, J.C.2    Lin, C.C.3
  • 21
    • 27744458310 scopus 로고    scopus 로고
    • Measurement and simulation of ground settlements of Tianjin subway shield tunnel construction
    • Chinese source
    • Jiang Xinliang, Cui Yi, Li Yuan, et al. Measurement and simulation of ground settlements of Tianjin subway shield tunnel construction[J]. Rock and Soil Mechanics, 2005, 26(10): 1612-1616. (in Chinese)
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.10 , pp. 1612-1616
    • Jiang, X.1    Cui, Y.2    Li, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.