Morphological controls on flow conductivity and viscosity of bentonite–polymer composites

Author:

Geng Weijuan1,Liu Meishen2,Benson Craig3,Likos William J4,Gadikota Greeshma2

Affiliation:

1. Department of Civil and Environmental Engineering, University of Wisconsin–Madison, Madison, WI, USA; Department of Civil Engineering, Jiangsu University, Zhenjiang, China

2. School of Civil and Environmental Engineering, Cornell University, Ithaca, NY, USA

3. School of Engineering, University of Virginia, Charlottesville, VA, USA

4. Department of Civil and Environmental Engineering, University of Wisconsin–Madison, Madison, WI, USA

Abstract

In this study, the authors investigate the morphological organisation of polymers in bentonite–polymer composites (BPCs) used in geosynthetic clay liners and controls on hydraulic conductivity and viscosity. A limited understanding of the relationship between the microstructure of BPCs and their macroscopic engineering behaviour motivates this study. The polymer resides in the inter-granular pores of bentonite based on synchrotron-based small-angle X-ray scattering measurements, scanning electron microscopy imaging and pore size analyses. On wetting, the polymer swells to produce a swollen hydrogel residing in the inter-granular pores. Enhanced tortuosity arising from hydrogel formation reduces the hydraulic conductivity of BPCs. The higher viscosity of the BPC slurry is attributed to the higher shear resistance emerging from swelling of the polymer fraction on wetting. These findings link the morphological features of BPCs to the observed hydraulic conductivity and viscosity of these materials.

Publisher

Thomas Telford Ltd.

Subject

Management, Monitoring, Policy and Law,Nature and Landscape Conservation,Geochemistry and Petrology,Waste Management and Disposal,Geotechnical Engineering and Engineering Geology,Water Science and Technology,Environmental Chemistry,Environmental Engineering

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