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Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion

Li, AJ, Cassidy, MJ, Wang, Y, Merifield, RS and Lyamin, AV (2012) Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion COMPUTERS AND GEOTECHNICS, 45. pp. 11-18.

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Item Type: Article
Authors :
NameEmailORCID
Li, AJUNSPECIFIEDUNSPECIFIED
Cassidy, MJUNSPECIFIEDUNSPECIFIED
Wang, Yying.wang@surrey.ac.ukUNSPECIFIED
Merifield, RSUNSPECIFIEDUNSPECIFIED
Lyamin, AVUNSPECIFIEDUNSPECIFIED
Date : 1 September 2012
Identification Number : https://doi.org/10.1016/j.compgeo.2012.05.010
Uncontrolled Keywords : Science & Technology, Technology, Physical Sciences, Computer Science, Interdisciplinary Applications, Engineering, Geological, Geosciences, Multidisciplinary, Computer Science, Engineering, Geology, COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS, ENGINEERING, GEOLOGICAL, GEOSCIENCES, MULTIDISCIPLINARY, Safety factor, Limit analysis, Stability number, Probability, Landslides, LIMIT ANALYSIS, STABILITY ANALYSIS, SOIL SLOPES, DESIGN, PROBABILITY, RELIABILITY, UNCERTAINTY, STRENGTH, MASSES, CHARTS
Related URLs :
Depositing User : Symplectic Elements
Date Deposited : 17 May 2017 13:49
Last Modified : 17 May 2017 15:13
URI: http://epubs.surrey.ac.uk/id/eprint/840473

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