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- W2368094975 abstract "This paper analyzes the stability of the landslide by using FLAC~(3D).In the meanwhile,the factor of safety after impoundment which is 1.20 is received through shear strength reduction method.The assessment indicates that the whole landslide is stable in impoundment condition,and the steep parts at toe of landslide and near the reservoir level are unstable,but the scale is small and have no effect on the dam." @default.
- W2368094975 created "2016-06-24" @default.
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- W2368094975 date "2007-01-01" @default.
- W2368094975 modified "2023-09-25" @default.
- W2368094975 title "Stability assessment of a landslide after impoundment by using 3D numerical analysis" @default.
- W2368094975 hasPublicationYear "2007" @default.
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