A study on soil-geotextile interaction using gradient ratio tests

• Autorzy: Miszkowska Anna

Identyfikatory

DOI

10.22630/PNIKS.2019.28.2.22

• Języki publikacji: EN

Abstrakty

EN

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%.

Słowa kluczowe

EN

nonwoven geotextile; soil; gradient ratio; clogging; permeability; filter

• Wydawca: Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
• Czasopismo: Przegląd Naukowy Inżynieria i Kształtowanie Środowiska
• Rocznik: 2019
• Tom: Vol. 28, No. 2
• Strony: 235--243
• Opis fizyczny: Bibliogr. 34 poz., rys., tab., wykr,. zdj.

Twórcy

autor

Miszkowska Anna

• Szkoła Główna Gospodarstwa Wiejskiego w Warszawie, Wydział Budownictwa i Inżynierii Środowiska, Katedra Geoinżynierii, ul. Nowoursynowska 159, 02-776 Warszawa, Poland

Bibliografia

• ASTM D-5101-12 (2017). Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems.
• Calhoun, C. (1972). Development of design criteria and acceptance specifications for plastic filter cloths. Technical Report S-72-7.
• Vicksburg, MS: U.S. Army Corps of Waterways Experiment Station. Carroll, R.G. Jr. (1983). Geotextile filter criteria. Transportation Research Record, 916, 46-53.
• Cazzuffi, D., Moraci, N., Mandaglio, M.C. & Ielo, D. (2016). Evolution in design of geotextile filters. In Proceedings of the 6th European Geosynthetics Congress, Ljubljana 25-28.09.2016 (pp. 40-63).
• Fannin, R.J. (2015). The use of Gradient Ratio test for the selection of geotextiles in filtration. Geosynthetics. Geotechnical News, Canadian Geotechnical Society, 33-36.
• Fannin, R.J., Palmeira, E.M., Srikongsri, A. & Gardoni, M.G. (2008). Interpretation of the Gradient Ratio Test for Geotextile Filtration Design. In Proceedings of the 1st Pan American Geosynthetics Conference & Exhibition (pp. 1699-1707).
• Fannin, R.J., Vaid, Y.P. & Shi, Y. (1994). A critical evaluation of the gradient ratio test. Geotechnical Testing Journal, 17(1), 35-42.
• Fatema, N. & Bhatia, S.K. (2018). Sediment Retention and Clogging of Geotextile with High Water Content Slurries. International Journal of Geosynthetics and Ground Engineering, 4, 13. DOI 10.1007/s40891-018-0131-0
• Fischer, G.R., Mare, A.D. & Holtz, R.D. (1999). Influence of Procedural Variables on the Gradient Ratio Test. Geotechnical Testing Journal, 22(1), 22-31.
• Gardoni, M.G. (2000). Hydraulic and filter characteristics of geosynthetics under pressure and clogging conditions (doctoral dissertation). Brasilia: University of Brasilia.
• Giroud, J.P. (1981). Designing with geotextiles. RILEM materials and structures. Research and Testing, 14(4), 257-272. DOI 10.1007/BF02473945
• Giroud, J.P. (2010). Development of criteria for geotextile and granular filters. In Proceedings of the 9th International Conference on Geosynthetics (pp. 45-64).
• Haliburton, T.A. & Wood, P.D. (1982). Evaluation of the U.S. Army Corps of Engineers Gradient Ratio Test for Geotextile Performance. In Proceedings of the 2nd International Conference on Geotextiles (pp. 97-101).
• Heibaum, M. (2014). Geosynthetics for waterways and flood protection structures – Controlling the interaction of water and soil (The Mercer Lecture). Geotextiles and Geomembranes, 42(4), 374-393. DOI 10.1016/j.geotexmem.2014.06.003
• Kenney, T.C. & Lau D. (1985). Internal stability of granular filters. Canadian Geotechnical Journal, 22, 215-225. DOI 10.1139/t85-029
• Koda, E., Miszkowska, A. & Stępień, S. (2016). Quality control of non-woven geotextiles used in a drainage system in an old remedial landfill. In Geo-Chicago 2016: sustainable geoenvironmental systems: selected papers from sessions of Geo-Chicago 2016, 14-18.08.2016, Chicago (GSP 271) (pp. 254-263). DOI 10.1061/9780784480144.025
• Koda, E., Szymański, A. & Wolski, W. (1989). Behavior of geodrains in organic subsoil. In Proceedings of the 12th International Conference on Soil Mechanics and Foundation. Vol. 2 (pp. 1377-1380).
• Koerner, R.M. & Koerner, G.R. (2015). Lessons learned from geotextile filter failures under challenging field conditions. Geotextiles and Geomembranes, 43, 272-281.
• Koerner, R.M. (2012). Designing with geosynthetics. Bloomington: Xlibris Publishing Corporation.
• Kutay, M.E. & Aydilek, A.H. (2005). Filtration Performance of Two-Layer Geotextile Systems. Geotechnical Testing Journal, 28(1), 1-13.
• Lafleur, J. (2016). A modified gradient ratio test for the filtration performance of geotextiles. In Proceedings of the 6th European Geosynthetics Congress (pp. 697-702).
• Miszkowska, A. & Koda, E. (2017). Change of water permeability of nonwoven geotextile exploited in earthfill dam. In Proceedings of the 24th International PhD Students Conference – MendelNet 2017 (pp. 790-795).
• Miszkowska, A., Koda, E., Krzywosz, Z., Król, P. & Boruc, N. (2016). Zmiany właściwości filtracyjnych geowłókniny po 22 latach eksploatacji w drenażu zapory ziemnej [Change of hydraulic properties of nonwoven geotextile after 22 years of exploitation in earthfill dam]. Acta Scientiarum Polonorum, Architectura, 15(3), 119-126.
• Miszkowska, A., Lenart, S. & Koda, E. (2017). Changes of permeability of nonwoven geotextiles due to clogging and cyclic water flow in laboratory conditions. Water, 9(9), 660. DOI 10.3390/w9090660
• Palmeira, E.M. & Trejo Galvis, H.L. (2018). Evaluation of predictions on nonwoven geotextile pore size distribution under confinement. Geosynthetics International, 25(2), 230-240.
• Palmeira, E.M., Beirigo, E.A. & Gardoni, M.G. (2010). Tailings-nonwoven geotextile filter compatibility in mining applications. Geotextiles and Geomembranes, 28, 136-148.
• PN-EN ISO 10318-1:2015-12/A1:2018-09. Geosyntetyki. Część 1: Terminy i definicje [Geosynthetics. Part 1: Terms and definitions]. Warszawa, Polski Komitet Normalizacyjny.
• Sabiri, N-E., Caylet, A., Montillet, A., Le Coq, L. & Durkheim, Y. (2017). Performance of nonwoven geotextiles on soil drainage and filtration. European Journal of Environmental and Civil Engineering. DOI 10.1080/196 48189.2017.1415982
• Shukla, S.K. (2016). An introduction to geosynthetic engineering. Leiden: CRC Press/ /Balkema.
• Stępień, S., Jędryszek, M. & Koda, E. (2012). Assessment of water permeability change of non-woven geotextile filter used in leachate drainage on sanitary landfill. Scientific Review – Engineering and Environmental Sciences, 21(3), 159-170.
• Wesolowski, A., Krzywosz, Z. & Brandyk, T. (2000). Geosyntetyki w konstrukcjach inżynierskich [Geosynthetics in engineering constructions]. Warszawa: Wydawnictwo SGGW.
• Wojtasik, D. (2008). Evaluation of nonwoven geotextile as a filtration layer for internally unstable soils. Annals of Warsaw University of Life Sciences, Land Reclamation, 40, 107-114.
• Wu, Ch.S., Hong, Y.S., Yan, Y.W. & Chang, B.S. (2006). Soil-nonwoven geotextile filtration behavior under contact with drainage materials. Geotextiles and Geomembranes, 24(1), 1-10. DOI 10.1016/j.geotexmem.2005.09.001
• Yoo, C. & Kim, B. (2016). Geosynthetics in Underground Construction. In Proceedings of the 6th European Geosynthetics Congress (pp. 208-225).

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).