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2006 Vol.8, Issue 1 Preview Page
31 March 2006. pp. 21-30
Abstract
References
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1.Moreno, A. and Schmitter, A. A. (1981), Failures of shafts and tunnels in soft soils, Soft-Ground Tun-nelling, Ed. Balkewa.
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2.Karshenas, M. (1979), Modelling and Finite Element Analysis of Soil Behavior, Ph.D Thesis, Univ. of Illinois, UrbanaChampaign, pp. 278.
3
3.Peck, R. B. (1981), Weathered rock portion of the Wilson tunnel, Honolulu, Soft- Ground Tunnelling, Ed. Balkewa.
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4.Adachi, T., Oka, F. and Zhang, F. (1998), An elasto-viscoplastic constitutive model with strain soft-ening, Soils and Foundations (JAPAN), Vol.38, No.2, pp. 27-35.
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5.Vermeer, P. A. and De Borst, R. (1984). Non-Ass-ociated Plasticityfor Soils, Concrete and Rock. Heron 29.3, p. 3-64.
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6.Hansmire, W. H. and Cording, E. J. (1985), Soil Tunnel Test Section: Case History Summary,  Journal of Geotechnical Engineering,  V. 111, No. 11 pp No. 20129.
7
7.FLAC 2D (2003), “User Mannual”, ITASCA CON-SULTING INC.
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8.한국지반공학회 (1998), “터널 (지반공학시리즈7)”, 구미서관.
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9.한국지반공학회 (2000), “토목기술자를 위한 암반공학(지반공학시리즈11)”, 구미서관.
10
10.허노영 (1998), “퇴적암 지반 Tunnel의 비등방 탄소성해석”, 공학박사 학위논문, 경북대학교 대학원.
Information
  • Publisher :Korean Tunneling and Underground Space Association
  • Publisher(Ko) :한국터널지하공간학회
  • Journal Title :Journal of Korean Tunnelling and Underground Space Association
  • Journal Title(Ko) :한국터널지하공간학회 논문집
  • Volume : 8
  • No :1
  • Pages :21-30