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Volumn , Issue , 2006, Pages 357-362

Numerical study of a measure for mitigating ground displacements induced by tunnelling

Author keywords

[No Author keywords available]

Indexed keywords

DIAPHRAGM WALL; GROUND DISPLACEMENT; NUMERICAL STUDIES; SHALLOW TUNNEL;

EID: 79952355921     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (7)

References (8)
  • 1
    • 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. & Puzrin, A.M. 1997. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction. Géotechnique 47(3): 693-712.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 693-712
    • Addenbrooke, T.I.1    Potts, D.M.2    Puzrin, A.M.3
  • 3
    • 0013286388 scopus 로고    scopus 로고
    • Protection for the former observatory during construction of the yan an dong lu tunnel
    • Negro Jr & Ferreira (eds.) Rotterdam: Balkema
    • Chen, X.L., Liu, Y.H., Cao, W.H. & He, Z.F. 1998. Protection for the former observatory during construction of the Yan An Dong Lu Tunnel. Tunnels and Metropolises, Negro Jr & Ferreira (eds.): 1083-1088. Rotterdam: Balkema.
    • (1998) Tunnels and Metropolises , pp. 1083-1088
    • Chen, X.L.1    Liu, Y.H.2    Cao, W.H.3    He, Z.F.4
  • 4
    • 2142795389 scopus 로고    scopus 로고
    • Protective measures
    • Burland, Standing and Jardine (eds.) London: Thomas Telford
    • Harris, D.I. 2001. Protective measures. Building response to tunnelling, Burland, Standing and Jardine (eds.) 1: 135-176. London: Thomas Telford.
    • (2001) Building Response to Tunnelling , vol.1 , pp. 135-176
    • Harris, D.I.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.