Cracking, stability and slope reinforcement analysis relating to the Jinping dam based on a geomechanical model test

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• 作者：Peng Lin ; Xiaoli Liu ; Weiyuan Zhou ; Renkun Wang…
• 关键词：Jinping abutment slope ; Cracking ; Slope stability ; Geomechanical model test ; Reinforcing measures
• 刊名：Arabian Journal of Geosciences
• 出版年：2015
• 出版时间：July 2015
• 年：2015
• 卷：8
• 期：7
• 页码：4393-4410
• 全文大小：8,724 KB
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• 作者单位：Peng Lin (1)
  Xiaoli Liu (1)
  Weiyuan Zhou (2)
  Renkun Wang (3)
  Shanyong Wang (4)
  
  1. State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing, China, 100084
  2. Department of Hydraulic Engineering, Tsinghua University, Beijing, China, 100084
  3. Chengdu Hydroelectric Investigation and Design Institute, China Hydropower Engineering Consulting Group Co., Chengdu, Sichuan, China, 610072
  4. ARC Centre of Excellence for Geotechnical Science and Engineering Civil, Surveying and Environmental Engineering, The University of Newcastle, Callaghan, NSW, 2308, Australia
  
• 刊物类别：Earth and Environmental Science
• 出版者：Springer Berlin Heidelberg
• ISSN：1866-7538

文摘

The aim of this study is to examine cracking and instability of the high and steep left bank slope with weak rock mass structures, and effectiveness of the reinforcements designed for the slope at the Jinping hydroelectricity power station, southwestern China. A new geomechanical model testing method is first proposed for evaluating slope safety factors. In the proposed geomechanical model test, the slope is constructed on a flat testing bed, which can be rotated by hydraulic lifts. By increasing the rotation angle of the testing bed, the forces tending to induce the sliding of the slope are increased, which may cause crack initiation and propagation in the slope and result in rock mass slippage. Thus, through the proposed geomechanical model test, the slope failure mechanism, progressive failure process and final failure pattern can be studied. Moreover, the stability safety factors can be evaluated according to displacement data monitored by sensors installed in the geomechanical model. The geomechanical model test of the Jinping left-bank slope reveals that the bending and toppling cracks occur simultaneously in the unreinforced zone of the slope together with strong relaxation and tension cracks. It is found that the factor controlling the rock mass failure and instability is the structurally weak rock mass and the dominant failure mode is the integral catastrophic instability mode, in which the slope energy is totally dissipated and the slope destabilizes at a limit state. The reinforcement installed in the large area above the elevation of the dam-slope abutment and the unloading action due to the excavation of rocks lying above the dam platform have effectively improved the anti-slide safety factor of the slope, and thus increased its inherent safety factor. On the basis of the geomechanical model testing results and their comparisons with field monitoring results, it is concluded that the installed rock bolts and long anchor reinforcement measures are very effective in keeping the cracks closed in the rock mass and maintaining the slope stability.