Chapter
Apr 26, 2012
Comparison of Slope Reliability Methods of Analysis
Authors: D. V. Griffiths [email protected], Jinsong Huang [email protected], and Gordon A. Fenton [email protected]Author Affiliations
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
Reliability tools have been applied to slope stability analysis more than any other geotechnical application on account of the readily understood concept of "probability of failure" as an alternative or complement to the traditional "factor of safety". Probabilistic slope stability methods in the literature are reviewed. Particular attention is focused on the ability of the methods to correctly model spatially varying soil properties. A benchmark slope is reanalyzed and conclusions reached about their suitability for meaningful and conservative prediction of slope reliability.
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Published In
GeoFlorida 2010: Advances in Analysis, Modeling & Design
Pages: 1952 - 1961
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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F.ASCE
Professor, Colorado School of Mines, 1610 Illinois Street, Golden, CO 80401. E-mail: [email protected]
M.ASCE
Research Professor, Colorado School of Mines, 1610 Illinois Street, Golden, CO 80401. E-mail: [email protected]
M.ASCE
Professor, Dalhousie University, Halifax, NS, Canada, B3J 1Y9. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.