Reliability Assessment of Wedge Failure in Rock Slopes by the Random Sets Theory-Reference-Cited by-同舟云学术

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Reliability Assessment of Wedge Failure in Rock Slopes by the Random Sets Theory

Published:2016-07-21 Issue: Volume: Page:
ISSN:
Container-title:Geo-China 2016
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Author:

Hernández-Carrillo Rodrigo¹²,Beltrán Gloria Inés¹²

Affiliation:

1. Ph.D. Student, Dept. of Civil and Agricultural Engineering, National Univ. of Colombia, Carrera 30 No. 45-03 Building 406 Of 402.

2. Professor, Dept. of Civil and Agricultural Engineering, National Univ. of Colombia, Carrera 30 No. 45-03 Building 406 Of 202.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480007.002

Reference13 articles.

1. Goodman R. E. (1995). Block theory and its application. In Proc. of 35th US Symposium on Rock Mechanics (edited by JJK Daemen & RA Schultz). AA Balkema. Rotterdam. 1995b. str (pp. 3-15).

2. Goodman R. E. & Taylor R. L. (1966 January 1). Methods Of Analysis For Rock Slopes And Abutments: A Review Of Recent Developments. The 8th U.S. Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association.

3. The stability of a rock slope containing a wedge resting on two intersecting discontinuities

4. Rock Wedge Stability Analysis Using System Reliability Methods

5. System reliability approach to rock slope stability;Jimenez-Rodriguez R.;International Journal of Rock Mechanics and Mining Sciences, 43(6),2006

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