Internal Erosion Experiments on Sandy Gravel Alluvium in an Embankment Dam Foundation Emphasizing Horizontal Seepage and High Surcharge Pressure

Internal Erosion Experiments on Sandy Gravel Alluvium in an Embankment Dam Foundation Emphasizing Horizontal Seepage and High Surcharge Pressure

For an internally unstable soil, fine particles can move in the pore channels between coarse particles along with seepage flow; this process is termed internal erosion. To evaluate the internal stability and internal erosion behavior of sandy gravel alluvium beneath the suspended cutoff wall in an e...

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Bibliographic Details
Main Authors: Wei Jin, Zezhi Deng, Gang Wang, Dan Zhang, Linyi Wei
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Water
Subjects:
internal erosion
large scale
high stress
horizontal flow
deep alluvium
Online Access:https://www.mdpi.com/2073-4441/14/20/3285

Internet

https://www.mdpi.com/2073-4441/14/20/3285

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