An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides
In this paper, by considering the dynamic water pressure and particle migration effect caused by reservoir level variation, the weakening effect of slip zone soil influenced by rainfall infiltration, and the interaction force between multistage sliding bodies, an improved transfer coefficient method...
Main Authors: | , , , , |
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Format: | Article |
Language: | English |
Published: |
IWA Publishing
2024-03-01
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Series: | Water Supply |
Subjects: | |
Online Access: | http://ws.iwaponline.com/content/24/3/901 |