Open Access
Issue
E3S Web Conf.
Volume 569, 2024
GeoAmericas 2024 - 5th Pan-American Conference on Geosynthetics
Article Number 14005
Number of page(s) 9
Section Geosynthetic Clay Liners
DOI https://doi.org/10.1051/e3sconf/202456914005
Published online 19 September 2024
  1. Rayhani, M. T., Rowe, R. K., Brachman, R. W. I., Take, W. A., & Siemens, G. (2011). Factors affecting GCL hydration under isothermal conditions. Geotextiles and Geomembranes, 29(6), 525–533. https://doi.org/10.1016/j.geotexmem.2011.06.001. [CrossRef] [Google Scholar]
  2. Bouazza, A., Ali, M. A., Gates, W. P., & Rowe, R. K. (2017). New insight on geosynthetic clay liner hydration: the key role of subsoils mineralogy. Geosynthetics International, 24(2), 139–150. https://doi.org/10.1680/jgein.16.00022. [CrossRef] [Google Scholar]
  3. Bradshaw, S. L., Benson, C. H., & Scalia, J. (2013). Hydration and Cation Exchange during Subgrade Hydration and Effect on Hydraulic Conductivity of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 139(4), 526–538. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000793 [CrossRef] [Google Scholar]
  4. Acikel, A. S., Gates, W. P., Singh, R. M., Bouazza, A., & Rowe, R. K. (2018). Insufficient initial hydration of GCLs from some subgrades: Factors and causes. Geotextiles and Geomembranes, 46(6), 770–781. https://doi.org/10.1016/j.geotexmem.2018.06.007. [CrossRef] [Google Scholar]
  5. Rowe, R. K. (2020). Geosynthetic clay liners: Perceptions and misconceptions. Geotextiles and Geomembranes, 48(2), 137–156. https://doi.org/10.1016/j.geotexmem.2019.11.012. [CrossRef] [Google Scholar]
  6. AbdelRazek, A. Y., & Rowe, R. K. (2019). Interface transmissivity of conventional and multicomponent GCLs for three permeants. Geotextiles and Geomembranes, 47(1), 60–74. https://doi.org/10.1016/j.geotexmem.2018.10.001. [CrossRef] [Google Scholar]
  7. Rowe, R. K., Garcia, J. D. D., Brachman, R. W. I., & Hosney, M. S. (2019). Chemical interaction and hydraulic performance of geosynthetic clay liners isothermally hydrated from silty sand subgrade. Geotextiles and Geomembranes, 47(6), 740–754. https://doi.org/10.1016/j.geotexmem.2019.103486. [CrossRef] [Google Scholar]
  8. Silva, J. W. B., Correia, N. S., & Portelinha, F. H. M. (2022). Laboratory investigation of GCL hydration from Lateritic subsoils. Geotextiles and Geomembranes, 50(5), 946–960. https://doi.org/10.1016/j.geotexmem.2022.06.002. [CrossRef] [Google Scholar]
  9. Portelinha, F., Silva, J., & Correia, N. (2024). Moisture uptake of a nonwoven geotextile carrier-GCL from Lateritic subsoils under simulated tropical thermal conditions. Soils and Rocks, 47(1), e2024009722. https://doi.org/10.28927/SR.2024.009722. [CrossRef] [Google Scholar]
  10. Guyonnet, D., Touze-Foltz, N., Norotte, V., Pothier, C., Didier, G., Gailhanou, H., Blanc, P., & Warmont, F. (2009). Performance-based indicators for controlling geosynthetic clay liners in landfill applications. Geotextiles and Geomembranes, 27(5), 321–331. https://doi.org/10.1016/j.geotexmem.2009.02.002. [CrossRef] [Google Scholar]
  11. Beddoe, R. A., Take, W. A., & Rowe, R. K. (2011). Water-Retention Behavior of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 137(11), 1028–1038. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000526 [CrossRef] [Google Scholar]
  12. Liu, Y., Bouazza, A., Gates, W. P., & Rowe, R. K. (2015). Hydraulic performance of geosynthetic clay liners to sulfuric acid solutions. Geotextiles and Geomembranes, 43(1), 14–23. https://doi.org/10.1016/j.geotexmem.2014.11.004. [CrossRef] [Google Scholar]
  13. Yesiller, N., Hanson, J. L., Risken, J. L., Benson, C. H., Abichou, T., & Darius, J. B. (2019). Hydration Fluid and Field Exposure Effects on Moisture-Suction Response of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 145(4), 04019010. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002011 [CrossRef] [Google Scholar]
  14. Rouf, M. A., Bouazza, A., Singh, R. M., Gates, W. P., & Rowe, R. K. (2016). Water vapour adsorption and desorption in GCLs. Geosynthetics International, 23(2), 86–99. https://doi.org/10.1680/jgein.15.00034. [CrossRef] [Google Scholar]
  15. Anderson, R., Rayhani, M. T., & Rowe, R. K. (2012). Laboratory investigation of GCL hydration from clayey sand subsoil. Geotextiles and Geomembranes, 31, 31–38. https://doi.org/10.1016/j.geotexmem.2011.10.005. [CrossRef] [Google Scholar]
  16. Sarabian, T., & Rayhani, M. T. (2013). Hydration of geosynthetic clay liners from clay subsoil under simulated field conditions. Waste Management, 33(1), 67–73. https://doi.org/10.1016/j.wasman.2012.08.010. [CrossRef] [Google Scholar]
  17. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, 20 (2017). [Google Scholar]
  18. Standard Test Method for Measuring Mass per Unit Area of Geosynthetic Clay Liners, 4 (2018). [Google Scholar]
  19. Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners, 7 (2019). [Google Scholar]
  20. Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners, 7 (2019). [Google Scholar]
  21. Standard Practice for Conditioning and Testing Textiles, 5 (2020). [Google Scholar]
  22. Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass, 7 (2019). [Google Scholar]
  23. Standard Test Method for Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter, 8 (2020). [Google Scholar]
  24. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), 10 (2017). [Google Scholar]
  25. Acikel, A. S., Gates, W. P., Singh, R. M., Bouazza, A., Fredlund, D. G., & Rowe, R. K. (2018). Time-dependent unsaturated behaviour of geosynthetic clay liners. Canadian Geotechnical Journal, 55(12), 1824–1836. https://doi.org/10.1139/cgj-2017-0646. [CrossRef] [Google Scholar]

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