NaCMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution

Author:

Taheri S.1,El-Zein A.2,Yu B.3

Affiliation:

1. PhD Candidate, School of Civil Engineering, The University of Sydney, Sydney, NSW, Australia,(corresponding author)

2. Professor, School of Civil Engineering, The University of Sydney, Sydney, NSW, Australia,

3. Technical and R&D Laboratory Manager, Geofabrics Australia Pty Ltd, Gold Coast, QLD, Australia,

Abstract

Desiccation-induced cracks in reactive soils reduce their mechanical strength and increase their hydraulic conductivity (HC). Polymer additives have demonstrated efficacy in improving the resistance of clay against desiccation cracking and retaining low HC when exposed to saline solutions. However, the risk of polymer elution from treated mixtures and its effect on the durability of gains have received little attention. This study evaluated polymer leaching during consolidation and permeation in reconstituted mixtures. Sodium carboxymethyl cellulose (NaCMC) was added to sodium bentonite via wet mixing and dry mixing. Conducting a series of HC tests on amended and unamended samples, polymer retention and elution were assessed using thermogravimetric and total organic carbon analyses. NaCMC incorporation under dry mixing reduced the HC by approximately 60%. The dry-mixed (DM) specimens exhibited higher levels of polymer leaching compared with the wet-mixed (WM) specimens, with increasing permeability over time. Nevertheless, despite polymer loss, the HCs of both DM and WM specimens remained lower than untreated bentonite for up to 100 days of permeation. Furthermore, introducing a slit-film geotextile as a potential remedy for leaching did not significantly enhance polymer retention in the DM samples. However, it reduced the polymer content in the effluent, suggesting that the geotextile, not the bentonite, could have retained the polymer.

Publisher

Emerald

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