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Volumn 22, Issue 4, 2007, Pages 401-413

Back-analysis of Shimizu Tunnel No. 3 by distinct element modeling

Author keywords

Convergence confinement; Distinct element method; Sequential excavation; Tunneling

Indexed keywords

COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; GEOMETRY; MOTOR TRANSPORTATION; TUNNELING (EXCAVATION);

EID: 33947170584     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2006.10.001     Document Type: Article
Times cited : (75)

References (17)
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  • 3
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    • Some new Q-value correlations to assist in site characterization and tunnel design
    • Barton N. Some new Q-value correlations to assist in site characterization and tunnel design. International Journal of Rock Mechanics and Mining Sciences 39 (2002) 185-216
    • (2002) International Journal of Rock Mechanics and Mining Sciences , vol.39 , pp. 185-216
    • Barton, N.1
  • 5
    • 33947106320 scopus 로고    scopus 로고
    • Barton, N., Gutierrez, M., Loset, F., 1995. Shimizu Tunnel No. 3 - Tomei II Highway Project. Application of Q system, UDEC-BB and NMT principles to Shimizu Tunnel No. 3 design - Phase I, NGI Report No. 951024-1. Norwegian Geotechnical Institute, Oslo, Norway.
  • 7
    • 0034173934 scopus 로고    scopus 로고
    • Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion
    • Carranza-Torres C., and Fairhust C. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion. Tunelling and Underground Space Technology 15 (2000) 187-213
    • (2000) Tunelling and Underground Space Technology , vol.15 , pp. 187-213
    • Carranza-Torres, C.1    Fairhust, C.2
  • 8
    • 33947130524 scopus 로고    scopus 로고
    • Cundall, P.A., 1971. A computer model for simulating progressive large scale movements in blocky rock systems. In: Proceedings of the Symposium of the International Society of Rock Mechanics, Nancy, France, Paper No. II-8.
  • 9
    • 33947124393 scopus 로고    scopus 로고
    • Cundall, P.A., Hart, R.D., 1985. Itasca report on: Development of generalized 2-D and 3-D distinct element programs for modeling jointed rock. US Army Engineering Waterways Experiment Station, Paper SL-85-1, USACE.
  • 11
    • 33947170281 scopus 로고    scopus 로고
    • Shimizu tunnel No. 3 on New Tomei Meishin Expressway
    • JTA (Ed), Japan Tunnelling Association, Tokyo
    • Miura K. Shimizu tunnel No. 3 on New Tomei Meishin Expressway. In: JTA (Ed). Challenges and changes: Tunnelling activities in Japan (1998), Japan Tunnelling Association, Tokyo 13-14
    • (1998) Challenges and changes: Tunnelling activities in Japan , pp. 13-14
    • Miura, K.1
  • 12
    • 0037399468 scopus 로고    scopus 로고
    • Design and construction of mountain tunnels in Japan
    • Miura K. Design and construction of mountain tunnels in Japan. Tunnelling and Underground Space Technology 18 (2003) 115-126
    • (2003) Tunnelling and Underground Space Technology , vol.18 , pp. 115-126
    • Miura, K.1
  • 13
    • 33947128450 scopus 로고    scopus 로고
    • Negro, A., de Queiroz, P.I.B., 2000. Prediction and performance: a review of numerical analyses for tunnels. In: Proceedings of the Geotechnical Aspects of Underground Construction in Soft Ground, Tokyo, Japan, 1999, pp. 409-418.
  • 14
    • 33947125376 scopus 로고    scopus 로고
    • Pacher, F., 1963. Deformationsmessungen in Versuchsstollen als Mittel zur Enforschung des Gebirgsverhaltens und zur Bemessung des Ausbaues. In: Proceedings of the 14 Symposium of the Austrian Regional Group of the ISRM, Salzburg, September, 1963, Salzburg, Austria, 1964, pp. 149-161.
  • 16
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    • Panet, M., Guenot, A., 1982. Analysis of convergence behind the face of a tunnel. In: Proceedings of the Conference on Tunnelling, Brighton, United Kingdom, 1982, pp. 197-204.
  • 17
    • 0026496804 scopus 로고
    • An evaluation of simplified techniques for estimating three-dimensional undrained ground movement due to tunnelling in soft soils
    • Rowe R.K., and Lee K.M. An evaluation of simplified techniques for estimating three-dimensional undrained ground movement due to tunnelling in soft soils. Canadian Geotechnical Journal 29 (1992) 39-52
    • (1992) Canadian Geotechnical Journal , vol.29 , pp. 39-52
    • Rowe, R.K.1    Lee, K.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.