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Critical hydraulic gradient and fine particle migration of sand under upward seepage flow

In order to study the mechanism of seepage-induced geotechnical damage and characteristics of fine particle migration in sandy soil, a one-dimensional upward seepage test device was used and a series of upward seepage flow tests of sand were conducted. In these experiments, the permeability, fine pa...

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Detalles Bibliográficos
Autores principales: Wang, Bo, Chen, Long-wei, Niu, Zhen
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9402586/
https://www.ncbi.nlm.nih.gov/pubmed/36002505
http://dx.doi.org/10.1038/s41598-022-18720-9

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