Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/13304
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dc.contributor.authorHuang, Jianxin-
dc.contributor.authorMohomad, Yosef-
dc.contributor.authorKogbara, Reginald B.-
dc.contributor.authorMasad, Eyad-
dc.contributor.authorSukhishvili, Svetlana-
dc.contributor.authorLittle, Dallas-
dc.date.accessioned2023-04-19T12:36:43Z-
dc.date.available2023-04-19T12:36:43Z-
dc.date.issued2023-
dc.identifier.issn1029-8436-
dc.identifier.issn1477-268X-
dc.identifier.urihttps://doi.org/10.1080/10298436.2023.2190976-
dc.identifier.urihttps://hdl.handle.net/11147/13304-
dc.description.abstractOrganic polyelectrolytes, i.e. anionic poly(sodium 4-styrenesulphonate) (PSS), cationic poly(diallyldimethylammonium chloride) (PDADMAC) and their polyelectrolyte complexes (PECs) were evaluated for stabilisation of calcareous sandy subgrade soil. This paper investigated the effects of polymer type, surface charge type of PEC, concentrations of PEC solutions and dosages of polymer solutions added to the soil on improvement of soil mechanical properties. We found that anionic polymers, for both PECs and individual polyelectrolytes, were superior to their cationic counterparts in improving soil strength. Besides, the constituent polyelectrolytes, PSS and PDADMAC, worked better than their PECs for the specific soil investigated. The strength of polymer-treated soils was also found to increase with the increase in dosages of the polymer solutions as well as curing periods. Furthermore, polymer-treated soil specimens exhibited significant toughness improvement, which was higher than cement-treated samples. Scanning electron microscopy images revealed the abundance of long palygorskite fibres covering the surfaces of larger calcite and dolomite particles and linking surrounding aggregates after adding polymers. This observation suggests the interconnection of palygorskite fibres and their linking networks between and among coarse aggregates as the likely mechanism of polymer stabilisation of the soil studied.en_US
dc.description.sponsorshipThis publication was made possible by the QNRF grant (NPRP13S-0124-200160: Innovative techniques for stabilisation of Qatari soils and petroleum drill cuttings using organic polymers) from the Qatar National Research Fund National Priorities Research Programme (QNRF - a member of the Qatar Foundation).en_US
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.relation.ispartofInternational Journal of Pavement Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSubgradeen_US
dc.subjectSoil stabilisationen_US
dc.subjectPolyelectrolytesen_US
dc.subjectUnconfined compressive strengthen_US
dc.subjectToughnessen_US
dc.subjectStabilisation mechanismen_US
dc.subjectPolymersen_US
dc.subjectPolyacrylamideen_US
dc.titleStabilization of calcareous subgrade soils with polyelectrolytes: mechanisms and mechanical propertiesen_US
dc.typeArticleen_US
dc.institutionauthorKogbara, Reginald B.-
dc.departmentİzmir Institute of Technology. Environmental Engineeringen_US
dc.identifier.volume24en_US
dc.identifier.issue1en_US
dc.identifier.wosWOS:000959110900001en_US
dc.identifier.scopus2-s2.0-85150928142en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1080/10298436.2023.2190976-
dc.authorscopusid57249133500-
dc.authorscopusid57978630000-
dc.authorscopusid14070237400-
dc.authorscopusid7003647509-
dc.authorscopusid6603714011-
dc.authorscopusid7202966398-
dc.identifier.scopusqualityQ1-
item.fulltextWith Fulltext-
item.grantfulltextembargo_20260101-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.dept03.07. Department of Environmental Engineering-
Appears in Collections:Environmental Engineering / Çevre Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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