Technical Papers
Nov 25, 2020

Effect of Polymer Amendment on Hydraulic Conductivity of Bentonite in Calcium Chloride Solutions

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 2

Abstract

Hydraulic conductivity of polyanionic cellulose (PAC)–amended bentonite (PB) in calcium chloride (CaCl2) solutions was investigated to access its chemical compatibility in vertical cutoff walls application. PB was synthesized by mixing conventional bentonite (CB) powder with PAC (2% dry weight). The specific gravity (Gs), liquid limit (wL), pH, swell index (SI), and cation exchange capacity (CEC) of CB and PB were measured, and hydraulic conductivities and microstructures of the PB and CB filter cakes were evaluated by performing modified fluid loss (MFL) tests and scanning electron microscopy–energy dispersive spectroscopy (SEM-EDS) analyses, respectively. The results showed that PB had higher wL, SI, and CEC but lower Gs and pH than CB; in particular, PB possessed higher SI in CaCl2 solution as compared to CB. Increase in the applied overall pressure and decrease in the CaCl2 concentration resulted in a decreased hydraulic conductivity for both PB and CB. However, the hydraulic conductivity of PB was found to be one to two orders of magnitude lower than that of CB when exposed to the same CaCl2 solutions, indicating superior chemical compatibility of PB. SEM-EDS image analyses demonstrated that polymer formed a three-dimensional net structure between bentonite particles, which could clog the intergranular pore space, resulting in a narrow and tortuous flow path for liquid and low hydraulic conductivity.

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Data Availability Statement

No data, models, or code were generated or used during the study.

Acknowledgments

Financial support for this project is provided by the National Key Research and Development Programme of China (Grant Nos. 2018YFC1802300, 2018YFC1803100, and 2019YFC1806000), National Natural Science Foundation of China (Grant No. 41877248), and Primary Research & Development Plan of Jiangsu Province (Grant No. BE2017715).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 2February 2021

History

Received: Feb 6, 2020
Accepted: Jun 29, 2020
Published online: Nov 25, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 25, 2021

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Professor, Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: https://orcid.org/0000-0001-9533-8976. Email: [email protected]
Sheng-Qiang Shen [email protected]
Ph.D. Candidate, Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Kuo Tian, Ph.D., A.M.ASCE [email protected]
Assistant Professor, Sid and Reva Dewberry Dept. of Civil, Environmental and Infrastructure Engineering, George Mason Univ., Fairfax, VA 22030. Email: [email protected]
Yu-Ling Yang [email protected]
Assistant Research Fellow, Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]

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