Effect of non-erodible particle content on the mechanism of suffusion and the evolution of permeability of sandy soil

Suffusion is a typical type of internal erosion that is an important factor leading to the failure of dams and dikes. In this paper, fine particles are divided into erodible particles and non-erodible particles, and the soil suffusion mechanism is investigated by laboratory tests and CFD_DEM simulat...

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Veröffentlicht in:	Acta geotechnica 2024-12, Vol.19 (12), p.8147-8164
Hauptverfasser:	Kang, Jie, Ren, Jie, Hu, Songtao, Guo, Hengle, Chen, Kaixuan, Zhuang, Ting, Nan, Shenghao, Sui, Jiaheng
Format:	Artikel
Sprache:	eng
Schlagworte:	Complex Fluids and Microfluidics Dam failure Dikes Embankments Engineering Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Influents Laboratory tests Permeability Permeability coefficient Research Paper Sandy soils Seepage Soft and Granular Matter Soil Soil erosion Soil investigations Soil permeability Soil Science & Conservation Soil water Solid Mechanics Water monitoring
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