Uneingeschränkter Zugang

Impact of the Constrictions Number on Filtration Characteristics of Nonwoven Geotextiles


Zitieren

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

eISSN:
2544-1760
Sprache:
Englisch
Zeitrahmen der Veröffentlichung:
4 Hefte pro Jahr
Fachgebiete der Zeitschrift:
Architektur und Design, Architektur, Architekten, Gebäude, Städte, Regionen, Landschaftsarchitektur, Konstruktion, Materialien