Embankment reliability versus factor of safety: Before and after slide repair
作者:
Thomas F. Wolff,
期刊:
International Journal for Numerical and Analytical Methods in Geomechanics
(WILEY Available online 1991)
卷期:
Volume 15,
issue 1
页码: 41-50
ISSN:0363-9061
年代: 1991
DOI:10.1002/nag.1610150104
出版商: John Wiley&Sons, Ltd
数据来源: WILEY
摘要:
AbstractProbabilistic slope stability analyses incorporate more information regarding the input variables than do traditional deterministic analyses. Consequently, more information is contained in the results. A probabilistic method for slope stability analysis for very general problems was presented by Wolff and Harr.1The method allows analysis of a broad range of slope stability problems. In this Application Brief, the method is reviewed and used to illustrate the significant change in reliability of a dam slope from the time of an actual slide to the time the slide was repaired by the construction of a rock toe berm.
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