A new approach for persistence in probabilistic rock slope stability analysis
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[1] Hyuck-Jin Park,et al. Development of a probabilistic approach for rock wedge failure , 2001 .
[2] R. F. Wallis,et al. Discontinuity spacings in a crystalline rock , 1980 .
[3] Hyuck-Jin Park,et al. Risk analysis of rock slope stability and stochastic properties of discontinuity parameters in western North Carolina , 1999 .
[4] Bjørn Nilsen,et al. Probabilistic rock slope stability analysis for Himalayan conditions , 2004 .
[5] S. Priest,et al. ESTIMATION OF DISCONTINUITY SPACING AND TRACE LENGTH USING SCANLINE SURVEYS , 1981 .
[6] Gregory B. Baecher,et al. The effect of discontinuity persistence on rock slope stability , 1983 .
[7] Ove Stephansson,et al. Joint network modelling with a validation exercise in Stripa mine, Sweden , 1993 .
[9] M. Mauldon. Intersection probabilities of impersistent joints , 1994 .
[10] John A. Hudson,et al. Discontinuity frequency in rock masses , 1983 .
[11] Claudio Scavia,et al. Fracture mechanics approach to stability analysis of rock slopes , 1990 .
[12] Bjørn Nilsen,et al. New trends in rock slope stability analyses , 2000 .
[13] G. Baecher. Statistical analysis of rock mass fracturing , 1983 .
[14] Z. Sen,et al. Discontinuity spacing and RQD estimates from finite length scanlines , 1984 .
[15] A. Rouleau,et al. Statistical characterization of the fracture system in the Stripa granite, Sweden , 1985 .
[16] P. Kulatilake,et al. Stochastic fracture geometry modeling in 3-D including validations for a part of Arrowhead East Tunnel, California, USA , 2003 .
[17] R. Fisher. Dispersion on a sphere , 1953, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[18] John M Kemeny,et al. The Time-Dependent Reduction of Sliding Cohesion due to Rock Bridges Along Discontinuities: A Fracture Mechanics Approach , 2003 .
[19] Mahtab,et al. A Rejection Criterion For Definition Of Clusters In Orientation Data , 1982 .