Title: A study on soil-geotextile interaction using gradient ratio tests

Authors (ORCID): MISZKOWSKA, A. (0000-0002-7715-2809)

Keywords: nonwoven geotextile, soil, gradient ratio, clogging, permeability, filter

Abstract: Nonwoven geotextile have been widely used for filtration. In this paper, the clogging potential for a soil-geotextile system were assessed using laboratory tests. An ASTM modified gradient ratio test device was used to determine gradient ratio as well as soil-gradient ratio. One type of nonwoven geotextile and soil were used to simulate the conditions in drainage system. The obtained results indicate that the gradient ratio and soil-gradient ratio increases with time because of clogging mechanism. However, the tested geotextile can be used as fi lter for soil with fine content of 20%.

DOI: 10.22630/PNIKS.2019.28.2.22

APA style references: Miszkowska, A. (2019). A study on soil-geotextile interaction using gradient ratio tests. Scientific Review Engineering and Environmental Sciences, 28 (2), 235-243. doi: 10.22630/PNIKS.2019.28.2.22

APA style citation in text: The first time citation in text: (Miszkowska, 2019), next citation: (Miszkowska, 2019)

Chicago style references: Miszkowska, Anna. "A study on soil-geotextile interaction using gradient ratio tests." Scientific Review Engineering and Environmental Sciences, 84 ser., vol. 28, no 2, (2019): 235-243. doi: 10.22630/PNIKS.2019.28.2.22.

Chicago style citation in text: (Miszkowska 2019)

Bibtxt style references: Bibtxt_utf8_84art7en.bib

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