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Title of Journal: Rock Mech Rock Eng

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Abbravation: Rock Mechanics and Rock Engineering

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Springer Vienna

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DOI

10.1007/s11041-015-9787-4

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ISSN

1434-453X

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Comprehensive Stability Evaluation of Rock Slope U

Authors: Zaobao Liu Jianfu Shao Weiya Xu Fei Xu
Publish Date: 2013/11/08
Volume: 47, Issue: 6, Pages: 2239-2252
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Abstract

This article presents the cloud modelbased approach for comprehensive stability evaluation of complicated rock slopes of hydroelectric stations in mountainous area This approach is based on membership cloud models which can account for randomness and fuzziness in slope stability evaluation The slope stability is affected by various factors and each of which is ranked into five grades The ranking factors are sorted into four categories The ranking system of slope stability is introduced and then the membership cloud models are applied to analyze each ranking factor for generating cloud memberships Afterwards the obtained cloud memberships are synthesized with the factor weights given by experts for comprehensive stability evaluation of rock slopes The proposed approach is used for the stability evaluation of the left abutment slope in Jinping 1 Hydropower Station It is shown that the cloud modelbased strategy can well consider the effects of each ranking factor and therefore is feasible and reliable for comprehensive stability evaluation of rock slopesAuthors thank the anonymous reviewers for their useful comments and the review of the paper The present work is jointly supported by the China Key Basic Research 973 Program no 2011CB013504 and China Natural Science Foundation no 50911130366 Both are gratefully acknowledged We also thank Dr Shaohui Duan in Yalong River Hydropower Development Company Ltd for providing us substantial data of the case slope in this study


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  2. Borehole Instability in Malmberget Underground Mine
  3. The Use of Infrared Thermography for Porosity Assessment of Intact Rock
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  5. Modeling of Shales in Salt-Hydrocarbon Systems
  6. An Example of Realistic Modelling of Rock Dynamics Problems: FEM/DEM Simulation of Dynamic Brazilian Test on Barre Granite
  7. Wear Performance of Saw Blades in Processing of Granitic Rocks and Development of Models for Wear Estimation
  8. Determination of Poisson’s Ratio of Rock Material by Changing Axial Stress and Unloading Lateral Stress Test
  9. Hollow Cylinder Simulation Experiments of Galleries in Boom Clay Formation
  10. Micromechanical Modelling of Stress Waves in Rock and Rock Fractures
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  14. Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting
  15. Some Open Issues on Rockfall Hazard Analysis in Fractured Rock Mass: Problems and Prospects
  16. Connectivity of Three-Dimensional Fracture Networks: A Case Study from a Dam Site in Southwest China
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