Technical Papers
Jun 17, 2022

A Novel Application of Bis (2-Hydroxyethyl) Terephthalate to Enhance Sand Bentonite Mixture for Landfills

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 9

Abstract

Sand-bentonite mixtures (SBM) are usually compacted as clay covers and liners of the landfill. However, unavoidable factors such as heterogeneity in compaction result in variable densities that causes low strength, high volumetric shrinkage, and increased hydraulic conductivity of SBM; hence, additives are often required for enhancement. This article focuses on the applicability of Polythene terephthalate (PET)–based chemically recycled polymer, i.e., Bis (2-hydroxyl) terephthalate (BHET) to enhance SBM for covers and liners. The required BHET polymer content in SBM specimens prepared at three molding densities (1.55, 1.65, and 1.75  g/cm3) was evaluated based on three criteria: low hydraulic conductivity (k<107  cm/s), high unconfined compressive strength (qu>200  kPa), higher split tensile strength (qt), and low volumetric shrinkage, VS<4%. One-dimension (1D) consolidation, qu, qt and VS tests were performed by mixing 0%, 1%, 2%, and 3% of BHET with sand-bentonite (7525 in weight ratio). BHET addition to SBM molded even at lowest density offered resistance to both compression (Cc) and swelling (Cs), thereby reducing the coefficient of consolidation (Cv) and the hydraulic conductivity (k). With an increase in molding density, the polymer addition showed an increment in qu, qt, and reduction in VS values. A BHET content of 3% of the SBM was enough to meet all three criteria for covers and liners at all three molding densities. Scanning Electron Microscopy (SEM) revealed polymer links and films formation at the interparticle contact points of bentonites and SBM. Energy-dispersive X-ray spectroscopy (EDX) analysis confirms the elemental interaction of BHET and montmorillonite. Both SEM and EDX tests support the proposed binding mechanism and conceptual model for the BHET enhanced SBM.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors acknowledge the Fipke Laboratory for Trace Element Research at the University of British Columbia Okanagan for providing the opportunity to conduct microscopic examinations. The authors would also like to convey the deepest gratitude to Dr Chinchu Cherian, Postdoctoral Fellow, University of British Columbia Okanagan, for providing the necessary support for the completion of work.

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Journal of Materials in Civil Engineering
Volume 34Issue 9September 2022

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Received: Aug 31, 2021
Accepted: Dec 22, 2021
Published online: Jun 17, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 17, 2022

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Alok Chandra, S.M.ASCE [email protected]
Graduate Student, School of Engineering, Univ. of British Columbia, Okanagan, 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7. Email: [email protected]
Associate Professor, School of Engineering, Univ. of British Columbia, Okanagan, 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: https://orcid.org/0000-0002-3808-0670. Email: [email protected]

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