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Failure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes

Yang, X. L. / Huang, F. / Zhao, L. H. / Wei, H. W.

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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Failure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes

Yang, X. L. / Huang, F. / Zhao, L. H. / Wei, H. W.

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.

Failure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes

Yang, X. L. / Huang, F. / Zhao, L. H. / Wei, H. W.

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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Titel:

Failure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes

Beteiligte:

Yang, X. L. (Autor:in) / Huang, F. (Autor:in) / Zhao, L. H. (Autor:in) / Wei, H. W. (Autor:in)

Kongress:

GeoHunan International Conference 2009 ; 2009 ; Changsha, Hunan, China

Erschienen in:

Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations, and Tunneling ; 204-210

Erscheinungsdatum:

13.07.2009

ISBN:

DOI:

https://doi.org/10.1061/41044(351)32

Medientyp:

Aufsatz (Konferenz)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Failures , Slope stability , Rocks , Pile foundations , Soil mechanics , Models , In situ tests

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