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Volumn 39, Issue 3, 1999, Pages 37-52

Finite element modelling of excavation and advancement processes of a shield tunnelling machine

Author keywords

Cohesive soil; Deformation; Finite element method; Stress; Tunnel; Water pressure (IGC: H5 E13)

Indexed keywords


EID: 0002282690     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.3_37     Document Type: Article
Times cited : (96)

References (17)
  • 2
    • 0031211265 scopus 로고    scopus 로고
    • The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction
    • Addenbrooke, T. I., Potts, D. M. and Puzrin, A. M. (1997): "The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction," Geotechnique, Vol. 47, No. 3, pp. 693-712.
    • (1997) Geotechnique , vol.47 , Issue.3 , pp. 693-712
    • Addenbrooke, T.I.1    Potts, D.M.2    Puzrin, A.M.3
  • 3
    • 0008964704 scopus 로고
    • Numerical simulations of multidimensional consolidation caused by elasto-plastic constitutive equation
    • Japanese Society of Civil Engineers, in Japanese
    • Akai, K. and Tamura, T. (1978): "Numerical simulations of multidimensional consolidation caused by elasto-plastic constitutive equation," J. of Geotech. Engrg., No. 269, Japanese Society of Civil Engineers, pp. 95-104 (in Japanese).
    • (1978) J. of Geotech. Engrg. , Issue.269 , pp. 95-104
    • Akai, K.1    Tamura, T.2
  • 4
    • 0027850938 scopus 로고
    • Finite element analyses of the stress∼deformation behaviour considering the execution procedures during shield work
    • III-25 (in Japanese)
    • Akagi, H. and Komiya, K. (1993): "Finite element analyses of the stress∼deformation behaviour considering the execution procedures during shield work," J. of Japan Society of Civil Engineers, No. 483/III-25, pp. 59-68 (in Japanese).
    • (1993) J. of Japan Society of Civil Engineers , Issue.483 , pp. 59-68
    • Akagi, H.1    Komiya, K.2
  • 6
    • 0000002692 scopus 로고
    • Plane strain consolidation by finite elements
    • ASCE
    • Christian, J. T. and Boehmer, J. W. (1970): "Plane strain consolidation by finite elements," J. of Soil Mech. Found. Div., ASCE, Vol. 94, No. SM4, pp. 1435-1457.
    • (1970) J. of Soil Mech. Found. Div. , vol.94 , Issue.SM4 , pp. 1435-1457
    • Christian, J.T.1    Boehmer, J.W.2
  • 7
    • 24044550855 scopus 로고
    • With focus on use of finite element methods for soft ground tunnelling
    • Presse de l'Ecole Natinale des Ponts et Chaussees, Paris
    • Clough, G. W. and Leca, E. (1989): "With focus on use of finite element methods for soft ground tunnelling," Review paper in Tunnels et Micro-Tunnels en Terrain Meuble-du Chantier a la Theorie, Presse de l'Ecole Natinale des Ponts et Chaussees, Paris, pp. 531-573.
    • (1989) Review Paper in Tunnels et Micro-tunnels en Terrain Meuble-du Chantier a la Theorie , pp. 531-573
    • Clough, G.W.1    Leca, E.2
  • 8
    • 0008348849 scopus 로고
    • Results of shield tunnelling in vertical close to existing shield tunnels
    • III-2, Japanese Society of Civil Engineers, in Japanese
    • Hashimoto, S. (1984): "Results of shield tunnelling in vertical close to existing shield tunnels," J. of Geotech. Engrg., No. 352, III-2, Japanese Society of Civil Engineers, pp. 1-22 (in Japanese).
    • (1984) J. of Geotech. Engrg. , Issue.352 , pp. 1-22
    • Hashimoto, S.1
  • 10
    • 0019701064 scopus 로고
    • Nonlinear 3D analysis for NATM in Frankfurt Clay
    • Stockholm
    • Katzenbach, R. and Breth, H. (1981): "Nonlinear 3D analysis for NATM in Frankfurt Clay," Proc. 10th Int. Conf. on SMFE, Stockholm, Vol. 1, pp. 315-318.
    • (1981) Proc. 10th Int. Conf. on SMFE , vol.1 , pp. 315-318
    • Katzenbach, R.1    Breth, H.2
  • 11
    • 0027010176 scopus 로고
    • Subsidence owing to tunnelling. I. Estimating the gap parameter
    • Lee, K. M., Rowe, R. K. and Lo, L. Y. (1992): "Subsidence owing to tunnelling. I. Estimating the gap parameter," Can. Geotech. J., Vol. 29, pp. 929-940.
    • (1992) Can. Geotech. J. , vol.29 , pp. 929-940
    • Lee, K.M.1    Rowe, R.K.2    Lo, L.Y.3
  • 13
    • 0003164418 scopus 로고
    • Constitutive equations considering anisotropy and stress reorientation in clay
    • Aachen
    • Ohta, H. and Sekiguchi, H. (1979): "Constitutive equations considering anisotropy and stress reorientation in clay," Proc. of 3rd Int. Conf. on Numerical Method in Geomechanics, Aachen, Vol. 1, pp. 475-484.
    • (1979) Proc. of 3rd Int. Conf. on Numerical Method in Geomechanics , vol.1 , pp. 475-484
    • Ohta, H.1    Sekiguchi, H.2
  • 14
    • 0027813028 scopus 로고
    • A study on problems of excavation analysis based on the concept of effective stress
    • III-25, Japanese Society of Civil Engineers, in Japanese
    • Ohtsu, H., Ohnishi, Y., Taki, H. and Kamemura, K. (1993): "A study on problems of excavation analysis based on the concept of effective stress," J. of Geotech. Engrg., No. 481, III-25, Japanese Society of Civil Engineers, p. 77-85 (in Japanese).
    • (1993) J. of Geotech. Engrg. , Issue.481 , pp. 77-85
    • Ohtsu, H.1    Ohnishi, Y.2    Taki, H.3    Kamemura, K.4
  • 16
    • 0000123483 scopus 로고
    • Deep excavations and tunnelling in soft ground
    • Mexico City, State of the Art Volume
    • Peck, R. B. (1969): "Deep excavations and tunnelling in soft ground," Proc. 7th Int. Conf. on SMFE, Mexico City, State of the Art Volume, pp. 225-290.
    • (1969) Proc. 7th Int. Conf. on SMFE , pp. 225-290
    • Peck, R.B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.