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- W2376971297 abstract "Reservoir slope ahead Longyangxia Dam is a high-steep slope composed of semi-rock viscous soil.The potential high-speed landslides after reservoir impounding period is one of the most serious problems existed in Longyangxia hydropower station,whose safe performance is directly influenced by the stability of slopes.The previous study on these slope has been implemented.The geological environment is inspected during construction and reservoir operating period.Based on above results,the characteristics of engineering geology and destructive mechanism of the landslide are analyzed.Lastly,the prevention measures are proposed." @default.
- W2376971297 created "2016-06-24" @default.
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- W2376971297 date "2008-01-01" @default.
- W2376971297 modified "2023-09-25" @default.
- W2376971297 title "Study on Cause Mechanism of Slope Landslides ahead Longyangxia Dam" @default.
- W2376971297 hasPublicationYear "2008" @default.
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