Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/14020
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dc.contributor.authorHuang, Jianxin-
dc.contributor.authorMakhatova, Ardak-
dc.contributor.authorKogbara, Reginald-
dc.contributor.authorMasad, Eyad-
dc.contributor.authorSukhishvili, Svetlana-
dc.contributor.authorLittle, Dallas-
dc.date.accessioned2023-11-11T08:56:16Z-
dc.date.available2023-11-11T08:56:16Z-
dc.date.issued2023-
dc.identifier.issn2214-3912-
dc.identifier.urihttps://doi.org/10.1016/j.trgeo.2023.101124-
dc.identifier.urihttps://hdl.handle.net/11147/14020-
dc.description.abstractTwo polyelectrolytes of opposite charges, sodium polystyrene sulfonate (PSS) and polydiallyldimethylammonium chloride (PDADMAC), were investigated to stabilize palygorskite clay at varying dosages of 0.2, 0.8, 1.6, and 3.2 % by the dry weight of the soil. Both PSS and PDADMAC improved the unconfined compressive strength of the palygorskite clay. PSS was effective at all the polymer contents studied after 7 days of dry curing and the strength increased with the dosages of PSS added, ranging from 2 MPa (0.2 % PSS) to 3.1 MPa (3.2 % PSS), compared with 1.5 MPa of the untreated soil. PDADMAC, on the other hand, showed comparable strength improvements as PSS did at the high polymer contents of 1.6 and 3.2 % but did not work at 0.2 and 0.8 % dosages. Under wet curing at 100 % relative humidity, PSS improved the strength of the clay by 40 % (620 kPa at 0.2 % PSS) to 77 % (764 kPa at 1.6 % PSS) compared to the untreated clay (440 kPa). PDADMAC exhibited less improvement than PSS under wet conditions but still worked at dosages of 0.8 and 1.6 %. Besides strength, the resilient modulus and fracture toughness of the treated specimens increased by approximately 10 % and 66 %, respectively, when treated with 1.6 % PSS, which was the optimum content based on the strength results. PDADMAC-treated palygorskite, however, exhibited cracking during curing for both tests, showing potential drying crack issues. The adsorption of PSS and PDADMAC on palygorskite clay were also measured using ultraviolet–visible spectroscopy, and binding between these polymers and palygorskite has been confirmed. The measured adsorption capacities of PSS and PDADMAC were comparable (2.9 and 2.7 mg/g, respectively), while the PSS was somewhat more efficient in improving soil mechanical properties. © 2023 Elsevier Ltden_US
dc.description.sponsorshipThis publication was made possible by a National Priorities Research Program grant (NPRP13S–0124–200160: Innovative Techniques for Stabilization of Qatari Soils and Petroleum Drill Cuttings Using Organic Polymers) from the Qatar National Research Fund, a member of the Qatar Foundation. The findings herein reflect the work of the authors and are solely the responsibility of the authors. The authors would like to thank Dr. Anand Puppala and his research team at Texas A&M University for allowing the authors to use his laboratory for the resilient modulus test and the kind help they provided during the tests. The assistance of Dr. Yong-Rak Kim and his team at Texas A&M University in conducting the semicircular bending tests is greatly appreciated.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofTransportation Geotechnicsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFracture toughnessen_US
dc.subjectPalygorskiteen_US
dc.subjectPolyelectrolyteen_US
dc.subjectResilient modulusen_US
dc.subjectUnconfined compressive strengthen_US
dc.titleMechanical properties of palygorskite clay stabilized with polyelectrolytesen_US
dc.typeArticleen_US
dc.institutionauthorKogbara, Reginald-
dc.departmentİzmir Institute of Technology. Environmental Engineeringen_US
dc.identifier.volume43en_US
dc.identifier.wosWOS:001091804000001en_US
dc.identifier.scopus2-s2.0-85173432186en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıtr
dc.identifier.doi10.1016/j.trgeo.2023.101124-
dc.authorscopusid57249133500-
dc.authorscopusid57207858807-
dc.authorscopusid14070237400-
dc.authorscopusid7003647509-
dc.authorscopusid6603714011-
dc.authorscopusid7202966398-
dc.identifier.scopusqualityQ1-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextembargo_20260101-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.languageiso639-1en-
crisitem.author.dept03.07. Department of Environmental Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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