Application of Sliding Block Computation Model in Stability Evaluation for Anchored Rockmass Slope |
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| Journal | Key Engineering Materials (Volumes 306 - 308) |
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| Volume | Fracture and Strength of Solids VI |
| Edited by | Ichsan Setya Putra and Djoko Suharto |
| Pages | 1515-0 |
| DOI | 10.4028/www.scientific.net/KEM.306-308.1515 |
| Citation | Qiang Yong Zhang et al., 2006, Key Engineering Materials, 306-308, 1515 |
| Online since | March, 2006 |
| Authors | Qiang Yong Zhang, X.T. Zhang, W. Xiang |
| Keywords | Action of Earthquake, Evaluation of Safety Stability for Slope, Influence of Underground Water, Sliding Block Computation Model, Supporting of Rock-Bolt |
| Abstract | Based on the basic idea of Sara method, A sliding block computational model for the anchored slope is established in this paper after taking into consideration the action of earthquake and influence of underground water as well as the supporting effect of rock-bolts . This model has been applied to stability analysis for the high slope project of a hydropower station and conclusions of significance to engineering design has been got. |
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