Surrey researchers Sign in
Back
Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion
Journal article   Peer reviewed

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

AJ Li, MJ Cassidy, Y Wang, RS Merifield and AV Lyamin
COMPUTERS AND GEOTECHNICS, Vol.45, pp.11-18
01/09/2012
DOI: https://doi.org/10.1016/j.compgeo.2012.05.010

Abstract

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
url
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000307798600002&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=11d2a86992e85fb529977dad66a846d5View
Author

Metrics

23 Record Views
57 Times Cited - Web of Science

Details

Usage Policy

Usage details for all content viewed and downloaded in this site are shared with IRUS-UK (Institutional Repository Usage Statistics UK). Cookies are used to remember your decision. Click Accept to accept usage details sharing and the cookies.

Learn more