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Volumn 159, Issue 1, 2006, Pages 3-17

The response of surface structures to tunnel construction

Author keywords

Mathematical modelling; Soil structure interaction; Tunnels

Indexed keywords

MATHEMATICAL MODELING; SOIL-STRUCTURE INTERACTION;

EID: 33644781535     PISSN: 13532618     EISSN: 13532618     Source Type: Journal    
DOI: 10.1680/geng.2006.159.1.3     Document Type: Article
Times cited : (144)

References (22)
  • 7
    • 0001602435 scopus 로고
    • Settlements above tunnels in the United Kingdom: Their magnitude and prediction
    • Institution of Mining and Metallurgy, London
    • O'REILLY M. P. and NEW B. M. Settlements above tunnels in the United Kingdom: their magnitude and prediction. Proceedings of Tunnelling '82, London. Institution of Mining and Metallurgy, London, 1982, pp. 55-64.
    • (1982) Proceedings of Tunnelling '82, London , pp. 55-64
    • O'Reilly, M.P.1    New, B.M.2
  • 8
    • 84928568275 scopus 로고
    • Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
    • JARDINE R. J., POTTS D. M., FOURIE A. B. and BURLAND J. B. Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Géotechnique, 1986, 36, No. 3, 377-396.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 377-396
    • Jardine, R.J.1    Potts, D.M.2    Fourie, A.B.3    Burland, J.B.4
  • 11
    • 0032967361 scopus 로고    scopus 로고
    • The prediction of volume loss due to tunnelling in overconsolidated clay based on heading geometry and stability number
    • MACKLIN S. R. The prediction of volume loss due to tunnelling in overconsolidated clay based on heading geometry and stability number. Ground Engineering, 1999, 32, No. 4, 31-34.
    • (1999) Ground Engineering , vol.32 , Issue.4 , pp. 31-34
    • Macklin, S.R.1
  • 13
    • 24944434666 scopus 로고    scopus 로고
    • Influence of mesh geometry on three-dimensional-finite-element analysis of tunnel excavation
    • FRANZIUS J. N. and POTTS D. M. Influence of mesh geometry on three-dimensional-finite-element analysis of tunnel excavation. International Journal of Geomechanics, 2005, 5, No. 3, 256-266.
    • (2005) International Journal of Geomechanics , vol.5 , Issue.3 , pp. 256-266
    • Franzius, J.N.1    Potts, D.M.2
  • 15
    • 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. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction. Géotechnique, 1997, 47, No. 3, 693-712.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 693-712
    • Addenbrooke, T.I.1    Potts, D.M.2    Puzrin, A.M.3
  • 18
    • 24744458839 scopus 로고    scopus 로고
    • The influence of building weight on tunnelling-induced ground and building deformation
    • FRANZIUS J. N., POTTS D. M., ADDENBROOKE T. I. and BURLAND J. B. The influence of building weight on tunnelling-induced ground and building deformation. Soils and Foundations, 2004, 44, No. 1, 25-38.
    • (2004) Soils and Foundations , vol.44 , Issue.1 , pp. 25-38
    • Franzius, J.N.1    Potts, D.M.2    Addenbrooke, T.I.3    Burland, J.B.4
  • 21
    • 33644760014 scopus 로고    scopus 로고
    • Elizabeth House: Settlement predictions
    • (BURLAND J. B., STANDING J. R. and JARDINE F. M. (eds)), CIRIA Special Publication 200, Thomas Telford, London, Ch. 14
    • MAIR R. J. and TAYLOR R. N. Elizabeth House: settlement predictions. In Building Response to Tunnelling (BURLAND J. B., STANDING J. R. and JARDINE F. M. (eds)), CIRIA Special Publication 200, Thomas Telford, London, 2001, Vol. 1, Ch. 14, 713-718.
    • (2001) Building Response to Tunnelling , vol.1 , pp. 713-718
    • Mair, R.J.1    Taylor, R.N.2
  • 22


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.