[
ASTM International [ASTM] (2017). Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems (ASTM D5101-12). ASTM International.
]Search in Google Scholar
[
Atmatzidis, D. K., Fitzpatrick, J. A. &Fornek, J. T.(1982). Evaluation of Geotextiles as Liquid Filter. In Proceedings of the 2nd International Conference on Geotextiles, Las Vegas, USA (pp. 73–78). St. Paul, Minn.: Industrial Fabrics Association International, International Geotextile Society.
]Search in Google Scholar
[
Esmaeili, M., Salajegheh, M. & Famenin, S. J. (2019). Experimental assessment of geotextile serviceability lifetime as ballasted railway filter focusing on clogging phenomenon. Construction and Building Materials, 211, 675–687. https://doi.org/10.1016/j.conbuildmat.2019.03.281
]Search in Google Scholar
[
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.
]Search in Google Scholar
[
Fannin, R. J., Vaid, Y. P. & Shi, Y. C. (1994). A critical evaluation of the gradient ratio test. Geotechnical Testing Journal, 17 (1), 35–42.
]Search in Google Scholar
[
Gardoni, M. G. (2000). Hydraulic and Filter Characteristics of Geosynthetics Under Pressure and Clogging Conditions (PhD thesis). University of Brasilia, Brasilia.
]Search in Google Scholar
[
Haliburton, T. A. & Wood, P. D. (1982). Evaluation of the US Army Corps of Engineers gradient ratio test for geotextile performance. In Proceedings of the 2nd International Conference on Geotextiles, Las Vegas, USA (pp. 97–101). St. Paul, Minn.: Industrial Fabric Association International.
]Search in Google Scholar
[
Heibaum, M., Fourie, A., Girard, H., Karunaratne, G. P., Laufleur, J. & Palmeira, E. M. (2006). Hydraulic applications of geosynthetics. In J. Kuwano & J. Koseki (Eds) Geosynthetics: proceedings of the 8th International Conference on Geosynthetics (8 ICG), Yokohama, Japan (Vol. 1, pp. 79–120). Rotterdam: Millpress.
]Search in Google Scholar
[
Hong, Y. S., Wu, Ch. S., Yang, Z. Y., Lee, W. F. & Wang, R. H. (2011). The load type influence on the filtration behavior of soil-nonwoven geotextile composite. Tamkang Journal of Science and Engineering, 14 (1), 15–24.
]Search in Google Scholar
[
Kenney, T. C. & Lau, D. (1985). Internal stability of granular filters. Canadian Geotechnical Journal, 22, 215–225. https://doi.org/10.1139/t85-029
]Search in Google Scholar
[
Kezdi, A. (1979). Soil Physics-Selected Topics. Amsterdam: Elsevier Scientific Publishing.
]Search in Google Scholar
[
Kohata, Y., Tanaka, M., Sato, O. & Hirai, T. (2006). Clogging evaluation on cross-plane flow performance of geotextile filter. Geosynthetics, 1–4, 561–564.
]Search in Google Scholar
[
Markiewicz, A., Kiraga, M. & Koda, E. (2022-02-24). Influence of physical clogging on filtration performance of soil-geotextile interaction. Geosynthetics International, 00033. https://doi.org/10.1680/jgein.21.00033
]Search in Google Scholar
[
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. https://doi.org/10.3390/w9090660
]Search in Google Scholar
[
Moraci, N. (2010). Geotextile filter: Design, characterization and factors affecting clogging and blinding limit states. In E. M. Palmegiano (Ed.) Proceedings of the 9th International Conference on Geosynthetics: geosynthetics, advanced solutions for a challenging world, Guarujá, Brazil (pp. 413–435). SaÞo Paulo: Brazilian Chapter of the International Geosynthetics Society (IGS-Brazil).
]Search in Google Scholar
[
Nishigata, T., Fannin, R. J. & Vaid, Y. P. (2000). Blinding and clogging of a nonwoven geotextile. Soils and Foundations, 40 (4), 121–127. https://doi.org/0.3208/sandf.40.4_12110.3208/sandf.40.4_121
]Search in Google Scholar
[
Palmeira, E. M., Gardoni, M. G. & Bessa da Luz, D. W. (2005). Soil-geotextile filter interaction under high stress levels in the gradient ratio test. Geosynthetics International, 12 (4), 162–175. https://doi.org/10.1680/gein.2005.12.4.162
]Search in Google Scholar
[
Polski Komitet Normalizacyjny [PKN] (2007). Geosyntetyki. Metoda badań do wyznaczania masy powierzchniowej geotekstyliów i wyrobów pokrewnych Geosynthetics. Test method for the determination of mass per unit area of geotextiles and geotextile-related products](PN-EN ISO 9864:2007). Warszawa: Polski Komitet Normalizacyjny.
]Search in Google Scholar
[
Polski Komitet Normalizacyjny [PKN] (2015). Geosyntetyki. Badanie wytrzymałości na rozciąganie metodą szerokich próbek Geosynthetics. Wide-width tensile test](PN-EN ISO 10319:2015-08). Warszawa: Polski Komitet Normalizacyjny.
]Search in Google Scholar
[
Polski Komitet Normalizacyjny [PKN] (2018). Rozpoznanie i badania geotechniczne. Oznaczanie i klasyfikowanie gruntów. Część2: Zasady klasyfikowania Geotechnical and testing. Identification and classification of soil. Part 2: Principles for a classification](PN-EN ISO 14688-2:2018-05). Warszawa: Polski Komitet Normalizacyjny.
]Search in Google Scholar
[
Polski Komitet Normalizacyjny [PKN] (2019). Geotekstylia i wyroby pokrewne. Wyznaczanie charakterystyk wodoprzepuszczalności w kierunku prostopadłym do powierzchni wyrobu, bez obciążenia Geotextiles and geotextile-related products. Determination of water permeability characteristics normal to the plane, without load](PN-EN ISO 11058:2019-07). Warszawa: Polski Komitet Normalizacyjny.
]Search in Google Scholar
[
Polski Komitet Normalizacyjny [PKN] (2020a). Geosyntetyki. Wyznaczanie grubości przy określonych naciskach. Część1: Warstwy pojedyncze Geosynthetics. Determination of thickness at specified pressures. Part 1: Single layers](PN-EN ISO 9863-1:2016-09/A1:2020-05). Warszawa: Polski Komitet Normalizacyjny.
]Search in Google Scholar
[
Polski Komitet Normalizacyjny [PKN] (2020b). Geotekstylia i wyroby pokrewne. Wyznaczanie charakterysty-cznej wielkości porów Geotextiles and geotextile-related products. Determination of the characteristic opening size](PN-EN ISO 12956:2020-06). Warszawa: Polski Komitet Normalizacyjny.
]Search in Google Scholar
[
Portelinha, F. H. M. & Zornberg, J. G. (2017). Effect of infiltration on the performance of an unsaturated geotextile-reinforced soil wall. Geotextiles and Geomembranes, 45 (3), 211–226. https://doi.org/10.1016/j.geotexmem.2017.02.002
]Search in Google Scholar
[
Prasomsri, J. & Takahshi, A. (2020). The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils. Soils and Foundations, 60 (6), 1468–1488. https://doi.org/10.1016/j.sandf.2020.09.008
]Search in Google Scholar
[
Rönnqvist, H. & Viklander, P. (2004). On the Kenney-Lau Approach to Internal Stability Evaluation of Soils. Geomaterials, 4, 129–140. https://doi.org/10.4236/gm.2014.44013
]Search in Google Scholar
[
Sabiri, N.-E., Caylet, A., Montillet, A., LeCoq, L. & Durkheim, Y. (2020). Performance of nonwoven geotextiles on soil drainage and filtration. European Journal of Environmental and Civil Engineering, 24 (5), 670––688. https://doi.org/10.1080/19648189.2017.1415982
]Search in Google Scholar
[
Sherard, J. L. (1979). Sinkholes in Dams of Coarse, Broadly Graded Soils. In Proceedings of the 13th ICOLD Congress, New Delhi, India (Vol. 2, pp. 25–35). Paris: Inter-International Commission on Large Dams.
]Search in Google Scholar
[
Veylon, G., Stoltz, G., Meriaux, P., Faure, Y.-H. & Touze-Foltz, N. (2016). PerformanceofgeotextilefiltersafterPerformance of geotextile filters after 18 years’ service in drainage trenches. Geotextiles and Geomembranes, 44, 515–533. https://doi.org/10.1016/j.geotexmem.2016.02.002
]Search in Google Scholar
[
Zhou, B., Wang, H., Wang, X. & Ji, J. (2018). Permeability and stability of soilbags in slope protection structures. International Journal of Heat and Technology, 36 (3), 1094–1100. https://doi.org/10.18280/ijht.360341
]Search in Google Scholar
[
Zlatinská, L. & Škvarka, J. (2016). Internal suffosion of soils criteria. Roczniki Inżynierii Budowlanej, 16, 17–24.
]Search in Google Scholar
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