Influence of Induced Variability of Unsaturated Soil Parameters on Seepage Stability of Ancient Riverbank

Influence of Induced Variability of Unsaturated Soil Parameters on Seepage Stability of Ancient Riverbank

In the restoration of ancient water engineering, the loss of fine soil particles from the ancient riverbank can easily cause seepage instability problems such as piping during the flood transient process. This paper explores the influence mechanism of flood fluctuation on soil seepage stability base...

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Bibliographic Details
Main Authors: Jianfen Zhou, Zhiyong Dong, Hongmei Wu, Can Liu, Yu Zhou, Jianjiang Feng
Format: Article
Language:English
Published: MDPI AG 2023-01-01
Series:Applied Sciences
Subjects:
transient seepage stability
saturated-unsaturated seepage model
ancient riverbank
antiseepage wall
pore water pressure
seepage hydraulic gradient
Online Access:https://www.mdpi.com/2076-3417/13/3/1481

Internet

https://www.mdpi.com/2076-3417/13/3/1481

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