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- W2386825101 abstract "During the dam foundation excavation at the right bank of Dagangshan Hydropower Station,a high artificial slope was formed,and the slope was controlled by several weak structural planes,forming an instable slide body that threatens the project.The reinforcement plan mainly with shearing-resistance tunnel and anchor cavern were proposed to ensure the slope stability,and the optimized plan was selected from three alternatives.Due to lack of mature theory on design of anchor cavern,we optimized the location and length of slope anchor cavern based on numerical analysis.The anchored section was shortened.The results give a reference to similar projects." @default.
- W2386825101 created "2016-06-24" @default.
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- W2386825101 date "2012-01-01" @default.
- W2386825101 modified "2023-09-23" @default.
- W2386825101 title "Optimization for reinforcement plan of right-bank high slope of Dagangshan Hydropower Station" @default.
- W2386825101 hasPublicationYear "2012" @default.
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