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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...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2022
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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 |