Finite Element Analysis of Rock Slope Stability Using Shear Strength Reduction Method

Author:

You Greg,Mandalawi Maged Al,Soliman Ahmed,Dowling Kim,Dahlhaus Peter

Publisher

Springer International Publishing

Reference28 articles.

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2. Conaghan, L.E., Hannan, W.K., Tolman, J.: Mount Isa Cu and Pb-Zn-Ag deposits, NW Queensland, Australia. In: Advances in Regolith: Proceedings of the Cooperative Research Centre for Landscape Environments and Mineral Exploration (CRC LEME). Regional Regolith Symposia, Queensland, Mt. Isa (2003)

3. Dawson, E.M., Roth, W.H., Drescher, A.: Slope stability analysis by strength reduction. Géotechnique 49(6), 835–840 (1999)

4. Duncan, J.M.: State of the art: limit equilibrium and finite-element analysis of slopes. J. Geotech. Eng. 122(7), 577–596 (1996)

5. Gupta, V., Bhasin, R.K., Kaynia, A.M., Kumar, V., Saini, A.S., Tandon, R.S., Pabst, T.: Finite element analysis of failed slope by shear strength reduction technique: a case study for Surabhi Resort Landslide, Mussoorie township, Garhwal Himalaya. Geomatics Nat. Hazards Risk 7(5), 1677–1690 (2016). doi:10.1080/19475705.2015.1102778

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