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...

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Bibliographic Details
Main Authors: Xiaofeng Gou, Mo Xu, Xiao Li, Anrun Li, Hui Deng
Format: Article
Language:English
Published: IWA Publishing 2024-03-01
Series:Water Supply
Subjects:
Online Access:http://ws.iwaponline.com/content/24/3/901