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dc.contributor.authorBalçıkanlı, Müzeyyen
dc.contributor.authorÖzbay, Erdoğan
dc.date.accessioned12.07.201910:50:10
dc.date.accessioned2019-07-12T22:07:19Z
dc.date.available12.07.201910:50:10
dc.date.available2019-07-12T22:07:19Z
dc.date.issued2016
dc.identifier.citationBalcikanli, M., Ozbay, E. (2016). Optimum design of alkali activated slag concretes for the low oxygen/chloride ion permeability and thermal conductivity. Composites Part B: Engineering, 91, pp. 243-256. https://doi.org/10.1016/j.compositesb.2016.01.047
dc.identifier.issn1359-8368
dc.identifier.issn1879-1069
dc.identifier.urihttps://doi.org/10.1016/j.compositesb.2016.01.047
dc.identifier.urihttps://hdl.handle.net/20.500.12508/874
dc.descriptionWOS: 000374075100027en_US
dc.description.abstractIn this research, individual and interactional effect of curing temperature (CT), curing time (Crime), sodium concentration (SC) and silicate modulus (SM) on the compressive strength, chloride ion permeability, oxygen permeability and thermal conductivity of alkali activated slag (AAS) concretes were investigated and the best possible combination of CT, Crime, SC and SM for the maximization of compressive strength while for the minimization of chloride ion permeability, oxygen permeability and thermal conductivity of AAS concretes were determined. An experimental program that contains 21 different combinations of independent parameters (CT, Crime, SC and SM) was conducted by using the central composite design method. Alkali solution-slag ratio was kept constant at 0.53 in all production. The effects of the independent parameters were characterized and analyzed by using statistically significant quadratic regression models on the measured properties (dependent parameters). Optimum values of the independent parameters were determined by solving a multi-objective optimization problem obtained by using the proposed regression models for dependent parameters. The results of test and the analysis indicate that the independent parameters affect the dependent parameters considerably; however, the most effective parameter for the compressive strength, chloride ion permeability, oxygen permeability and thermal conductivity is the sodium concentration. The optimum combination of CT, Crime, SC and SM is 46.8 degrees C, 83 h, 5.5% and 2.0, respectively, for the minimization of chloride ion permeability, oxygen permeability and thermal conductivity and the maximization of compressive strength of AAS concretes. (C) 2016 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipTurkish Scientific and Technical Research Council (TUBITAK) [MAG-214M035]; Scientific Research Division (BAP) of Mustafa Kemal University [13700]; TUBITAK; Mustafa Kemal Universityen_US
dc.description.sponsorshipTurkish Scientific and Technical Research Council (TUBITAK) (MAG-214M035) and Scientific Research Division (BAP) of Mustafa Kemal University (13700) supported this research financially. Authors are appreciating TUBITAK and Mustafa Kemal University due to their the financial assistance.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.isversionof10.1016/j.compositesb.2016.01.047en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectMechanical propertiesen_US
dc.subjectThermal propertiesen_US
dc.subjectStatistical propertiesen_US
dc.subjectGeopolymeren_US
dc.subject.classificationEngineeringen_US
dc.subject.classificationMultidisciplinaryen_US
dc.subject.classificationMaterials Scienceen_US
dc.subject.classificationComposites
dc.subject.classificationGeopolymers | Coal Ash | Slag Cementen_US
dc.subject.otherAsh-based geopolymeren_US
dc.subject.otherFly-ashen_US
dc.subject.otherMechanical-propertiesen_US
dc.subject.otherCement groutsen_US
dc.subject.otherStrengthen_US
dc.subject.otherParametersen_US
dc.subject.otherOptimizationen_US
dc.subject.otherWorkabilityen_US
dc.subject.otherTechnologyen_US
dc.subject.otherDurability
dc.subject.otherAtomic absorption spectrometry
dc.subject.otherChlorine compoundsen_US
dc.subject.otherCompressive strengthen_US
dc.subject.otherConcretesen_US
dc.subject.otherCuringen_US
dc.subject.otherIonsen_US
dc.subject.otherMultiobjective optimizationen_US
dc.subject.otherOptimizationen_US
dc.subject.otherOxygenen_US
dc.subject.otherOxygen permeable membranesen_US
dc.subject.otherOxygen vacanciesen_US
dc.subject.otherRegression analysisen_US
dc.subject.otherSilicatesen_US
dc.subject.otherSlagsen_US
dc.subject.otherAlkali-activated slag concretesen_US
dc.subject.otherB: Mechanical propertiesen_US
dc.subject.otherB: Thermal propertiesen_US
dc.subject.otherCentral composite designsen_US
dc.subject.otherGeopolymeren_US
dc.subject.otherIndependent parametersen_US
dc.subject.otherMulti-objective optimization problemen_US
dc.subject.otherStatistical propertiesen_US
dc.subject.otherThermal conductivityen_US
dc.titleOptimum design of alkali activated slag concretes for the low oxygen/chloride ion permeability and thermal conductivityen_US
dc.typearticleen_US
dc.relation.journalComposites Part B: Engineeringen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume91en_US
dc.identifier.startpage243en_US
dc.identifier.endpage256en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorBalçıkanlı, Müzeyyenen_US
dc.contributor.isteauthorÖzbay, Erdoğanen_US
dc.relation.indexWeb of Science - Scopusen_US
dc.relation.indexWeb of Science Core Collection - Science Citation Index Expandeden_US


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