System reliability approach to rock slope stability
- 1 September 2006
- journal article
- Published by Elsevier BV in International Journal of Rock Mechanics and Mining Sciences
- Vol. 43 (6), 847-859
- https://doi.org/10.1016/j.ijrmms.2005.11.011
Abstract
No abstract availableThis publication has 42 references indexed in Scilit:
- A risk-based approach for the design of rock slopes subject to multiple failure modes—illustrated by a case study in Hong KongInternational Journal of Rock Mechanics and Mining Sciences, 2005
- Derivation of parent fracture population statistics from trace length measurements of fractal fracture populationsInternational Journal of Rock Mechanics and Mining Sciences, 2002
- Geologic Stochastic Modeling and Connectivity Assessment of Fracture Systems in the Boston AreaRock Mechanics and Rock Engineering, 2002
- Application of two-level factorial design to sensitivity analysis of keyblock statistics from fracture geometryInternational Journal of Rock Mechanics and Mining Sciences, 2002
- Estimating keyblock sizes in underground excavations: accounting for joint set spacingInternational Journal of Rock Mechanics and Mining Sciences, 1999
- Box fractal dimension as a measure of statistical homogeneity of jointed rock massesEngineering Geology, 1997
- Risk and risk analysis in rock engineeringTunnelling and Underground Space Technology, 1996
- Probabilistic slope analysis for structural failureInternational Journal of Rock Mechanics and Mining Sciences, 1993
- Modern Developments in Discontinuity Analysis – The Persistence–Connectivity ProblemPublished by Elsevier BV ,1993
- Characterizing rock joint geometry with joint system modelsRock Mechanics and Rock Engineering, 1988