Investigation of design parameters of a failed soil slope by back analysis
Author:
Publisher
Elsevier BV
Subject
General Engineering,General Materials Science
Reference38 articles.
1. A new approach for the slope stability analysis;Yang;Mech. Res. Commun.,2001
2. Forensic analysis of the instability of a large-scale slope in a coal mining operation;Alvarez-Fernandez;Eng. Fail. Anal.,2013
3. Stability assessment and slope design at Sandsloot open pit, South Africa;Bye;Int. J. Rock Mech. Min. Sci.,2001
4. Large Scale Slope Stability in Open Pit Mining – A Review;Sjöberg,1996
5. A relation between safety factors with respect to strength and height of slopes;Baker;Comput. Geotech.,2006
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