Three-dimensional numerical analysis for rock slope stability using shear strength reduction method
Author:
Affiliation:
1. School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, South Australia 5005, Australia.
2. Institute of Port, Coastal and Offshore Engineering, Zhejiang University, Hangzhou, Zhejiang, 310058, P.R. China.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2013-0191
Reference39 articles.
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5. Detournay, C., Hart, R., and Varona, P. 2011. Factor of safety measure for Hoek–Brown material. In Proceedings of Continuum and Distinct Element Numerical Modeling in Geomechanics - 2011. Edited by Sainsbury, Hart, Detournay, and Nelson. Paper No. 13-07, pp. 765–772.
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