Stability Analysis of Tail Water Slope out of the Underground Power Station in Hydropower Engineering
Authors: 
Xu Zhang, Shaowu Zhou, Peng Lin, Wei Huang, Wendu LiAuthors Info & Claims
Xu Zhang, Shaowu Zhou, Peng Lin, Wei Huang, Wendu LiAuthors Info & ClaimsPages 155 - 159
Abstract
The slope stability situation surrounding the dam site area is very important to each correlative department during constructing hydroelectric power station. The slope stability is studied by numerical simulation under different conditions based on the field investigation of a hydroelectric power station in Jinsha river. Taking the left-bank tailrace outlet slope of underground power station for example, based on analyzing of geological conditions and artificial excavation, the characteristics of slope deformation and destruction were analyzed by use of the finite element simulation. Deformation, stress and damage of the studied slope under both support and non-support after excavation were simulated. The results intuitively show the distribution characteristics of displacement and potential plastic failure of slope in the above two conditions.
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Index Terms
- Stability Analysis of Tail Water Slope out of the Underground Power Station in Hydropower Engineering
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Published In
November 2018
166 pages
ISBN:9781450365673
DOI:10.1145/3290480
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Association for Computing Machinery
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Published: 02 November 2018
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ICCNS 2018
ICCNS 2018: 2018 the 8th International Conference on Communication and Network Security
November 2 - 4, 2018
Qingdao, China
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