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

Abstract 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...

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Bibliographic Details
Main Authors: Bo Wang, Long-wei Chen, Zhen Niu
Format: Article
Language:English
Published: Nature Portfolio 2022-08-01
Series:Scientific Reports
Online Access:https://doi.org/10.1038/s41598-022-18720-9