The Influence of Mechanical Granulation Process and Granular Bentonite Plasticity on Self-Sealing and Volume Change Behavior
Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 26, Issue 2
Abstract
Geosynthetic clay liners (GCLs) are widely used as hydraulic barriers in landfills and mine tailings facilities due to their low hydraulic conductivity. The average grain size of the granular bentonites (GBs) used in GCLs varies depending on the manufacturer and also between batches from the same manufacturer. The influence of GB grain size and plasticity on the sealing ability and volume-change characteristics under extreme chemical loads is important for long-term stability. Furthermore, GCLs are subjected to mechanical loading from landfill waste. The influence of different grain-size distributions in GB samples was assessed in terms of their self-sealing ability, hydraulic infiltration, and volume-change behavior under extreme chemical loadings and a 50-kPa mechanical load. The performance of fine-grained GBs was found to be satisfactory, in terms of hydraulic infiltration and volume change, under the test conditions. The plasticity of the GB also influenced its sealing and swelling ability under chemomechanical loading. The mechanism underpinning the influence of plasticity and grain size on the self-sealing behavior and hydraulic conductivity equilibrium is explained. We recommend fine-grained GBs for use in GCLs for containment applications.
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Acknowledgments
The authors are grateful for the support received from the XRD facility, Central Instruments Facility, Indian Institute of Technology Guwahati. The authors would also like to thank the anonymous reviewers and the Associate Editor of this journal for their constructive suggestions, which improved the quality of this manuscript to a great extent.
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Received: Aug 24, 2021
Accepted: Nov 13, 2021
Published online: Jan 12, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 12, 2022
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