[
ASTM International [ASTM] (2012). Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems (ASTM D5101-12). West Conshohocken, PA: ASTM International.
]Search in Google Scholar
[
ASTM International [ASTM] (2016). Standard Practice for Determining the Number of Constrictions “m” of Non-Woven Geotextiles as a Complementary Filtration Property (ASTM D7178-16e1). West Conshohocken, PA: ASTM International.
]Search in Google Scholar
[
Brózda, K. & Selejdak, J. (2019). The functions of the geo-synthetics in roadway applications. Acta Scientiarum Polonorum. Architectura, 18 (2), 27–31. doi: 10.22630/ASPA.2019.18.2.19
]Open DOISearch in Google Scholar
[
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.
]Search in Google Scholar
[
Carroll, R. G. Jr. (1983). Geotextile Filter Criteria. Transportation Research Record, 916, 46–53.
]Search in Google Scholar
[
Fannin, R. J. (2010). On the clogging of geotextile filter. In E.M. Palmegiano (Ed.) 9th International Conference on Geosynthetics: geosynthetics, advanced solutions for a challenging world, ICG 2010 (pp. 401–412). São Paulo: Brazilian Chapter of the International Geosynthetics Society (IGS-Brazil).
]Search in Google Scholar
[
Fannin, R. J. (2015). [Geosynthetics column. Editor’s text about the use of gradient ratio test for the selection of geotextiles in filtration]. Geotechnical News, 33 (3), 33–36.
]Search in Google Scholar
[
Fannin, R. J., Vaid, Y. P., Palmeira, E. M. & Shi, Y. C. (1996). A modified gradient-ratio test device. In S.K. Bhatia & L.D. Suits (Eds) Recent Developments in Geotextile Filters and and Prefabricated Drainage Geo composites, ASTM Special Technical Publication 1281 (pp. 100–112). Denver, CO: American Society for Testing and Metals.
]Search in Google Scholar
[
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), 1–15.10.1007/s40891-018-0131-0
]Search in Google Scholar
[
Giroud, J. P. (1996). Granular Filters and Geotextile Filters. In J. Lafleur & A.L. Rollin (Eds) GeoFilters ’96: comptes rendus (pp. 565–680). Montreìal: Eìcole polytechnique.
]Search in Google Scholar
[
Giroud, J. P. (2010). Development of criteria for geotextile and granular filters. In E.M. Palmegiano (Ed.) 9th International Conference on Geosynthetics: geosynthetics, advanced solutions for a challenging world, ICG 2010 (pp. 45–65). São Paulo: Brazilian Chapter of the International Geosynthetics Society (IGS-Brazil).
]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 (pp. 97–101). St. Paul, MN: Industrial Fabrics Association International.
]Search in Google Scholar
[
Heibaum, M. (2014). Geosynthetics for waterways and flood protection structures – Controlling the interaction of water and soil. Geotextiles and Geomembranes, 42, 374––393. https://doi.org/10.1016/j.geotexmem.2014.06.003
]Search in Google Scholar
[
Hoare, D. I. (1982). Synthetic fabrics as soil filters: a review. ASCE Report, 108 (GT10), 1240–1245.10.1061/AJGEB6.0001349
]Search in Google Scholar
[
International Organization for Standardization [ISO] (2017). Geotechnical and Testing. Identification and Classification of Soil. Part 2: Principles for A Classification (ISO 14688-2:2017). Geneva: International Organization for Standardization.
]Search in Google Scholar
[
International Organization for Standardization [ISO] (2019). Geotextiles and geotextile-related products. Determination of the characteristic opening size (ISO 12956:2019). Geneva: International Organization for Standardization.
]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
[
Koerner, R. M. & Koerner, G. R. (2015). Lessons learned from geotextile filters failures under challenging field conditions. Geotextiles and Geomembranes, 43 (30), 272––281. https://doi.org/10.1016/j.geotexmem.2015.01.004
]Search in Google Scholar
[
Lawson, C. R. (1982). Filter criteria for geotextiles: relevance and use. Journal of the Geotechnical Engineering Division, ASCE, 108 (GT10), 1300–1317.10.1061/AJGEB6.0001354
]Search in Google Scholar
[
Miszkowska, A., Koda, E., Krzywosz, Z., Król, P. & Boruc, N. (2016). Zmiana właściwości filtracyjnych geowłókniny po 22 latach eksploatacji w drenażu zapory ziemnej. Acta Scientiarum Polonorum. Architectura, 15 (3), 119–126.
]Search in Google Scholar
[
Miszkowska, A., Krzywosz, Z. & Koda, E. (2017). Kryteria doboru geosyntetyków na warstwy filtracyjne. Magazyn Autostrady, 3, 30–32.
]Search in Google Scholar
[
Moraci, N. (2010). Geotextile filter: Design, characterization and factors affecting clogging and blinding limit states. In E.M. Palmegiano (Ed.) 9th International Conference on Geosynthetics: geosynthetics, advanced solutions for a challenging world, ICG 2010 (pp. 413–435). São 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/10.3208/sandf.40.4_121
]Search in Google Scholar
[
Palmeira, E. M. & Matheus, E. (2000). Gradient ratio tests on artificially clogged nonwoven geotextiles. In J. Lafleur & A.L. Rollin (Eds) GeoFilters ’96: comptes rendus (pp. 149–156). Montreìal: Eìcole polytechnique.
]Search in Google Scholar
[
Palmeira, E. M. & Trejos Galvis, H. L. (2018). Evaluation of predictions on nonwoven geotextile pore size distribution under confinement. Geosynthetics International, 25 (2), 230–240. https://doi.org/10.1680/jgein.18.00004
]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
[
Rowe, R. K. & McIsaac, R. (2005). Clogging of tire shreds and gravel permeated with landfill leachate. Journal of Geotechnical and Geoenvironmental Engineering, 131, 682–693. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:6(682)
]Search in Google Scholar
[
Sato, M., Yoshida, T. & Futaki, M. (1986). Drainage Performance of Geotextiles. Geotextiles and Geomembranes, 4, 223–240. https://doi.org/10.1016/0266-1144(86)90043-9
]Search in Google Scholar
[
Shukla, S. K. (2016). An Introduction to Geosynthetic Engineering. Leiden: CRC Press.10.1201/9781315378930
]Search in Google Scholar
[
Vieira, J. L., Abramento, M. & Campos, M. V. W. (2010). Experimental study of clogging in drainage systems. In E.M. Palmegiano (Ed.) 9th International Conference on Geosynthetics: geosynthetics, advanced solutions for a challenging world, ICG 2010 (pp. 1145–1148). São Paulo: Brazilian Chapter of the International Geosynthetics Society (IGS-Brazil).
]Search in Google Scholar
[
Wayne, M. H. & Koerner, R. M. (1993). Correlation between long-term flow testing and current geotextile filtration design practice. In B.R. Christopher (Ed.) Geosynthetics ’93: Conference Proceedings (pp. 501–517). St. Paul, MN: Industrial Fabrics Association International.
]Search in Google Scholar
[
Yoo, C. & Kim, B. (2016). Geosynthetics in Underground Construction. In 6th European Geosynthetics Congress (EuroGeo6) – Proceedings (pp. 208–225). Ljubljana: International Geosynthetics Society.
]Search in Google Scholar