Abstract
References
5.유광호, 박연준, 홍근영, 이현구, 김재권 (2005), “지보재 파괴를 고려한 터널 안전율의 수치해석적 산정 연구”, 한국터널공학회 논문집, Vol. 7, No. 1, pp. 37-49. 6.Bishop, A. W. (1955), “The use of the slip circle in the stability analysis of slopes”, Geotechnique, Vol. 5, pp. 7-17. 7.Dawson, E. M., Roth, W. H. and Drescher, A. (1999), “Slope stability analysis by strength reduction”, Geotechnique, Vol. 49, No. 6. pp. 835-840. 8.Duncan, J. M. (1996), “State of the art: limit equilibrium and finite-element analysis of slope”, J. Geotech. engng. Div. Am. Soc. Civ. Engrs. Vol. 122, No. 3, pp. 577-596. 9.Giam, S. K. and Donald, I. B. (1988), “Determination of critical slip surfaces for slopes via stress-strain calculations”, Proc. Fifth Australia-New Zealand Conference on Geomech., Sydney, Australia, pp. 461-464. 10.Itasca Consulting Group, Inc. (2005), Fast Lagrangian Analysis of Continua, Ver. 5.0, Itasca Consulting Group, Minneapolis, Minnesota, USA. 11.Matsui, T. and San, K. C. (1992), “Finite element slope stability analysis by shear strength reduction technique”, Soils and Found. Vol. 32, No. 1, pp. 59-70. 12.Naylor, D. J. (1982), “Finite elements and slope stability”, Numer. Meth. in Geomech., Proc. NATO Advanced Study Institute. Lisbon, Portugal, pp. 229-244.
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 : 10
- No :2
- Pages :193-205


Journal of Korean Tunnelling and Underground Space Association







