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Volumn , Issue , 2006, Pages 543-549

Parametric studies for shield tunnelling in soft soils

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STIFFNESS; COHESIVE SOILS; COMPLEX INTERACTION; CONICITY; FINITE ELEMENT SIMULATIONS; FRICTION ANGLES; GROUND WATER TABLE; GROUTING PRESSURE; PARAMETRIC STUDY; SHALLOW TUNNEL; SHIELD TUNNELLING; SOFT SOILS; SURFACE SETTLEMENTS; THREE DIMENSIONAL FINITE ELEMENTS;

EID: 84856880076     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (11)
  • 2
    • 84856921434 scopus 로고    scopus 로고
    • Longitudinal bending moments in the tube of a bored tunnel
    • G.N. Pande, S. Pietruszczak & H.F. Schweiger (eds) Rotterdam: Balkema
    • Boogards, P.J. & Bakker, K.J. 1999. Longitudinal bending moments in the tube of a bored tunnel. In G.N. Pande, S. Pietruszczak & H.F. Schweiger (eds), Numerical Models in Geomechanics NUMOG VII. Rotterdam: Balkema.
    • (1999) Numerical Models in Geomechanics NUMOG VII
    • Boogards, P.J.1    Bakker, K.J.2
  • 3
    • 7444230040 scopus 로고    scopus 로고
    • Influence of excess pore pressures on the stability of the tunnel face
    • J. Saveur (ed.) Lisse: Balkema
    • Broere, W. 2003. Influence of excess pore pressures on the stability of the tunnel face. In J. Saveur (ed.), (Re)Claiming the Underground Space: 759-765. Lisse: Balkema.
    • (2003) (Re)Claiming the Underground Space , pp. 759-765
    • Broere, W.1
  • 5
    • 0022012287 scopus 로고
    • Evaluation of soil response to EPB shield tunneling
    • Finno, R.J. & Clough, G.W. 1985. Evaluation of soil response to EPB shield tunneling. Journal of Geotechnical Engineering 111(2): 155-173. (Pubitemid 15451787)
    • (1985) Journal of Geotechnical Engineering , vol.111 , Issue.2 , pp. 155-173
    • Finno, R.J.1    Clough, G.W.2
  • 8
    • 0002282690 scopus 로고    scopus 로고
    • Finite element modelling of excavation and advancement processes of a shield tunnelling machine
    • Komiya, K., Soga, K., Akagi, H., Hagiwara T. & Bolton, M.D. 1999. Finite element modelling of excavation and advancement processes of a shield tunnelling machine. Soils and Foundations 39(3): 37-52. (Pubitemid 129716190)
    • (1999) Soils and Foundations , vol.39 , Issue.3 , pp. 37-52
    • Komiya, K.1    Soga, K.2    Akagi, H.3    Hagiwara, T.4    Bolton, M.D.5
  • 10
    • 0036027008 scopus 로고    scopus 로고
    • Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension
    • DOI 10.1139/t02-073
    • Melis, M., Medina, L. & Rodriguez, J.M. 2002. Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension. Canadian Geotechnical Journal 39: 1273-1287. (Pubitemid 36225654)
    • (2002) Canadian Geotechnical Journal , vol.39 , Issue.6 , pp. 1273-1287
    • Melis, M.1    Medina, L.2    Rodriguez, J.Ma.3
  • 11
    • 0033158216 scopus 로고    scopus 로고
    • Three-dimensional numerical modelling for TBM tunnelling in consolidated clay
    • DOI 10.1016/S0886-7798(99)00047-4, PII S0886779899000474
    • Swoboda, G. & Abu-Krisha, A. 1999. Three-dimensional numerical modelling for TBM tunnelling in consolidated clay. Tunnelling and Underground Space Technology 14(3): 327-333. (Pubitemid 30102503)
    • (1999) Tunnelling and Underground Space Technology , vol.14 , Issue.3 , pp. 327-333
    • Swoboda, G.1    Abu-Krisha, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.