Strengthening of Korean residual soil with beta-1,3/1,6-glucan biopolymer

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dc.contributor.authorChang, Ilhanko
dc.contributor.authorCho, Gye-Chunko
dc.date.accessioned2013-03-12T07:05:18Z-
dc.date.available2013-03-12T07:05:18Z-
dc.date.created2012-06-11-
dc.date.created2012-06-11-
dc.date.created2012-06-11-
dc.date.issued2012-05-
dc.identifier.citationCONSTRUCTION AND BUILDING MATERIALS, v.30, no.5, pp.30 - 35-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10203/101606-
dc.description.abstractSoil improvement and stabilization are important geotechnical issues when using soil as an engineering material. The most widely used material for soil treatment is cement, a trend that runs counter to environmentally friendly practice. In food and medical science, various biopolymers are commonly used as thickeners, stabilizers, binders, and so on. This study explores the feasibility of using environmentally friendly biopolymers for soil improvement. A commercial beta-1,3/1,6-glucan polymer product was used to improve the strength of the Korean residual soil, hwangtoh. Liquid type beta-1,3/1,6-glucan polymer solutions with different concentrations were mixed with hwangtoh and cured under different temperatures. The time-dependent compressive strength was measured in order to observe the strengthening mechanism of the beta-1,3/1,6-glucan polymer-treated hwangtoh. The particle surface adsorption and tensile strength of the beta-1,3/1,6-glucan polymers significantly increased the compressive strength of the hwangtoh. The strength improvement was maximized under a curing temperature of 60 degrees C. Furthermore, a simple economic/environmental analysis revealed that the beta-1,3/1,6-glucan polymer treatment had advantages not only in strengthening the hwangtoh but also in lowering its environmental impact while offering financial competitiveness over ordinary cement treatments. (C) 2011 Elsevier Ltd. All rights reserved.-
dc.languageEnglish-
dc.publisherELSEVIER SCI LTD-
dc.titleStrengthening of Korean residual soil with beta-1,3/1,6-glucan biopolymer-
dc.typeArticle-
dc.identifier.wosid000301990300005-
dc.identifier.scopusid2-s2.0-84855173611-
dc.type.rimsART-
dc.citation.volume30-
dc.citation.issue5-
dc.citation.beginningpage30-
dc.citation.endingpage35-
dc.citation.publicationnameCONSTRUCTION AND BUILDING MATERIALS-
dc.identifier.doi10.1016/j.conbuildmat.2011.11.030-
dc.contributor.localauthorCho, Gye-Chun-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorbeta-1,3/1,6-Glucan-
dc.subject.keywordAuthorBiopolymer-
dc.subject.keywordAuthorBiopolymer-soil interaction-
dc.subject.keywordAuthorSoil strengthening-
dc.subject.keywordAuthorCarbon dioxide reduction-
dc.subject.keywordPlusRHEOLOGICAL PROPERTIES-
dc.subject.keywordPlusBETA-GLUCAN-
dc.subject.keywordPlusHWANGTOH-
dc.subject.keywordPlusMINERALS-
dc.subject.keywordPlusBEHAVIOR-
dc.subject.keywordPlusCONSTRUCTION-
dc.subject.keywordPlusPERFORMANCE-
dc.subject.keywordPlusEMISSIONS-
dc.subject.keywordPlusCURDLAN-
dc.subject.keywordPlusWASTE-
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