{"title":"Na-CMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution","authors":"S. Taheri, A. El-Zein, B. Yu","doi":"10.1680/jgein.23.00116","DOIUrl":null,"url":null,"abstract":"Desiccation-induced cracks in reactive soils reduce their mechanical strength and increase their hydraulic conductivity (k). Polymer additives have demonstrated efficacy in improving resistance of clay against desiccation cracking and retaining low k 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 (Na-CMC) was added to Na-bentonite via wet mixing (WM) and dry mixing (DM). Conducting a series of k tests on amended and unamended samples, polymer retention and elution were assessed using thermogravimetric (TGA) and total organic carbon (TOC) analyses. Na-CMC incorporation under DM reduced k by approximately 60%. DM exhibited higher levels of polymer leaching compared to WM, increasing permeability over time. Nevertheless, despite polymer loss, k values for 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 DM samples. However, it reduced the polymer content in the effluent, suggesting that the geotextile, not the bentonite, could have retained the polymer.","PeriodicalId":12616,"journal":{"name":"Geosynthetics International","volume":"113 1","pages":""},"PeriodicalIF":2.8000,"publicationDate":"2024-04-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geosynthetics International","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1680/jgein.23.00116","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Desiccation-induced cracks in reactive soils reduce their mechanical strength and increase their hydraulic conductivity (k). Polymer additives have demonstrated efficacy in improving resistance of clay against desiccation cracking and retaining low k 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 (Na-CMC) was added to Na-bentonite via wet mixing (WM) and dry mixing (DM). Conducting a series of k tests on amended and unamended samples, polymer retention and elution were assessed using thermogravimetric (TGA) and total organic carbon (TOC) analyses. Na-CMC incorporation under DM reduced k by approximately 60%. DM exhibited higher levels of polymer leaching compared to WM, increasing permeability over time. Nevertheless, despite polymer loss, k values for 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 DM samples. However, it reduced the polymer content in the effluent, suggesting that the geotextile, not the bentonite, could have retained the polymer.
期刊介绍:
An online only, rapid publication journal, Geosynthetics International – an official journal of the International Geosynthetics Society (IGS) – publishes the best information on current geosynthetics technology in research, design innovation, new materials and construction practice.
Topics covered
The whole of geosynthetic materials (including natural fibre products) such as research, behaviour, performance analysis, testing, design, construction methods, case histories and field experience. Geosynthetics International is received by all members of the IGS as part of their membership, and is published in e-only format six times a year.