Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/29925
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dc.contributor.authorSezer, Alper-
dc.contributor.authorBoz, Aslı-
dc.contributor.authorTanrinian, Nazar-
dc.date.accessioned2022-12-16T07:09:32Z-
dc.date.available2022-12-16T07:09:32Z-
dc.date.issued2016-07-
dc.identifier.citationSezer, A. vd. (2016). "An investigation into strength and permittivity of compacted sand-clay mixtures by partial replacement of water with lignosulfonate". Acta Physica Polonica A, 130(1), 23-27.en_US
dc.identifier.issn0587-4246-
dc.identifier.issn1898-794X-
dc.identifier.urihttps://doi.org/10.12693/APhysPolA.130.23-
dc.identifier.urihttp://przyrbwn.icm.edu.pl/APP/PDF/130/a130z1p006.pdf-
dc.identifier.urihttps://fatcat.wiki/container/ys4li2r4zvad3pmku3xhtemaui/browse?volume=130-
dc.identifier.urihttp://hdl.handle.net/11452/29925-
dc.descriptionBu çalışma, 14-19 Ekim 2015 tarihleri arasında Antalya[Türkiye]’da düzenlenen 2. International Conference on Computational and Experimental Science and Engineering (ICCESEN)’da bildiri olarak sunulmuştur.tr_TR
dc.description.abstractStrength and permeability of sand-bentonite mixtures are of main concern, particularly in liner design. This study presents the results obtained from an experimental investigation of strength and permittivity of compacted sand-bentonite mixtures in the presence of water-reducing admixture of lignosulfonate. For this, sand-bentonite mixtures containing 4, 8, 12, 16% of bentonite were subjected to standard Proctor tests, to obtain the optimum water content and maximum void ratio of the mixtures. Similar specimens were prepared by partially replacing 0.5, 1 and 2% of water in the mixture with lignosulfonate. Additional specimens containing 16% of bentonite were prepared with 5% deviation towards the wet and dry sides of optimum water content, which was partially replaced with lignosulfonate for evaluation of the effects of deviation from optimum moisture content during densification. It was observed that partial replacement of water with lignosulfonate slightly increases the strength and decreases the permittivity, and that this effect was more pronounced as the replacement level was increased. Additionally, test results reveal that lignosulfonate replacement was more effective on the dry side of optimum water content.en_US
dc.description.sponsorshipEge Üniversitesi Bilim ve Teknoloji Merkez – Teknoloji Transfer Ofisi (EBİLTEM) - 2014-BIL-009tr_TR
dc.description.sponsorshipESANtr_TR
dc.description.sponsorshipAydınlar Madenciliktr_TR
dc.language.isoenen_US
dc.publisherPolish Acad Sciences Inst Physicsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAtıf Gayri Ticari Türetilemez 4.0 Uluslararasıtr_TR
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectPhysicsen_US
dc.subjectMixturesen_US
dc.subjectPermittivityen_US
dc.subjectSanden_US
dc.subjectSoil testingen_US
dc.subjectWater contenten_US
dc.subjectExperimental investigationsen_US
dc.subjectOptimum moisture contenten_US
dc.subjectOptimum water contenten_US
dc.subjectPartial replacementen_US
dc.subjectPresence of wateren_US
dc.subjectReplacement levelen_US
dc.subjectSand-bentonite mixturesen_US
dc.subjectStandard proctor testen_US
dc.subjectBentoniteen_US
dc.titleAn investigation into strength and permittivity of compacted sand-clay mixtures by partial replacement of water with lignosulfonateen_US
dc.typeArticleen_US
dc.typeProceedings Paperen_US
dc.identifier.wos000384810700007tr_TR
dc.identifier.scopus2-s2.0-84987794619tr_TR
dc.relation.tubitak113M202tr_TR
dc.relation.publicationcategoryKonferans Öğesi - Uluslararasıtr_TR
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0003-0326-5015tr_TR
dc.identifier.startpage23tr_TR
dc.identifier.endpage27tr_TR
dc.identifier.volume130tr_TR
dc.identifier.issue1tr_TR
dc.relation.journalActa Physica Polonica Aen_US
dc.contributor.buuauthorMardani, Ali Aghabağlou-
dc.contributor.researcheridAAJ-6415-2021tr_TR
dc.relation.collaborationYurt içitr_TR
dc.subject.wosPhysics, multidisciplinaryen_US
dc.indexed.wosSCIEen_US
dc.indexed.wosCPCISen_US
dc.indexed.scopusScopusen_US
dc.contributor.scopusid57669486700tr_TR
dc.subject.scopusCompressive Strength; Dry Density; Limesen_US
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