Chapter
Apr 26, 2012
Failure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes
Authors: X. L. Yang [email protected], F. Huang, L. H. Zhao, and H. W. Wei [email protected]Author Affiliations
Publication: Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations, and Tunneling: Selected Papers from the 2009 GeoHunan International Conference
Abstract
Failure mechanisms of homogenous rock slopes were investigated within the upper bound theorem of limit analysis. In rich water zone, the effective stress analysis of saturated slopes is considered. The corresponding charts for different types of rocks are presented for practical use. From the results, it is found that the stability factors increase with the increasing rock strength, and that the nonlinear parameter and rock types have important effects on failure mechanisms. According to the results, new equations for determining the stability factors are proposed.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Effective stress
- Engineering fundamentals
- Failure analysis
- Forensic engineering
- Geology
- Geomechanics
- Geotechnical engineering
- Homogeneity
- Limit analysis
- Material mechanics
- Material properties
- Materials engineering
- Rocks
- Slope stability
- Slopes
- Stress (by type)
- Stress analysis
- Structural analysis
- Structural engineering
Authors
Affiliations
Doctor, School of Civil Engineering and Architecture, Central South University, Changsha 410075, China. E-mail: [email protected]
F. Huang
Doctoral Candidate, School of Civil Engineering and Architecture, Central South University, Changsha 410075, China
L. H. Zhao
Doctoral Candidate, School of Civil Engineering and Architecture, Central South University, Changsha 410075, China
Doctor, School of Civil Engineering and Architecture, Central South University, Changsha 410075, China. E-mail: [email protected]
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