Effects of ionic strength and bentonite ratio on the migration of Cr(VI) in clayey soil-bentonite engineered barrier
Author:
Funder
National Natural Science Foundation of China
Innovation-Driven Project of Central South University
China Scholarship Council
Key Technologies Research and Development Program
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11356-024-34170-4.pdf
Reference64 articles.
1. Abichou T, Benson CH, Edil TB (2004) Network model for hydraulic conductivity of sand-bentonite mixtures. Can Geotech J 41:698–712. https://doi.org/10.1139/t04-016
2. Amadi AA, Osinubi KJ (2018) Transport parameters of lead (Pb) Ions migrating through saturated lateritic soil-bentonite column. Int J Geotech Eng 12:302–308. https://doi.org/10.1080/19386362.2016.1277620
3. Bean GR (1989) Adsorption of hexavalent and trivalent chromium to a clayey silt soil: batch kinetic and equilibrium studies. Dissertation, Oregon State University
4. Bohnhoff GL, Shackelford CD (2013) Improving membrane performance via bentonite polymer nanocomposite. Appl Clay Sci 86:83–98. https://doi.org/10.1016/j.clay.2013.09.017
5. Bohnhoff GL, Shackelford CD, Sample-Lord KM (2014) Calcium-Resistant Membrane Behavior of Polymerized Bentonite. J Geotech Geoenviron Eng 140:4013029. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001042
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