An experimental study of clogging of the geotextile filter system under normal stress

An experimental study of clogging of the geotextile filter system under normal stress

For simulating the actual working conditions, a series of gradient ratio tests of geotextile filtering clay are completed by using an improved gradient ratio permeameter that can apply vertical load. The tests are carried out under the condition of the critical hydraulic gradient (1.0) and hydraulic...

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Bibliographic Details
Main Authors: Shantao PENG, Chao XU, Chunxue DU, Pengcheng ZHANG
Format: Article
Language:zho
Published: Editorial Office of Hydrogeology & Engineering Geology 2022-03-01
Series:Shuiwen dizhi gongcheng dizhi
Subjects:
geosynthetics
nonwoven geotextiles
filtration
normal stress
gradient ratio test
Online Access:https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202106037

Internet

https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202106037

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