Evaluating the Hydration and Hydraulic Performance of a Geosynthetic Clay Liner (GCL) in Terms of Bentonite Mass per Unit Area
Author:
Funder
Türkiye Bilimsel ve Teknolojik Araştirma Kurumu
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-022-00372-4.pdf
Reference48 articles.
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2. Koerner RM (2005) Designing with geosynthetics, 5th edn. Pearson/Prentice Hall, New Jersey
3. Ruhl JL, Daniel DE (1997) Geosynthetic clay liners permeated with chemical solutions and leachates. J Geotech Geoenvironmental Eng 123:369–381. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:4(369)
4. Petrov R, Rowe RK, Quigley R (1997) Selected factors influencing GCL hydraulic conductivity. J Geotech Geoenvironmental Eng 123:683–695
5. Ören AH, Akar RÇ (2017) Swelling and hydraulic conductivity of bentonites permeated with landfill leachates. Appl Clay Sci 142:81–89. https://doi.org/10.1016/j.clay.2016.09.029
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