Long-term performance of the healed mortar with polymer containing phosphazene after exposed to sulfate attack

dc.contributor.authorTanyildizi, Harun
dc.date.accessioned2026-08-12T17:49:23Z
dc.date.issued2018
dc.departmentFırat Üniversitesi
dc.description.abstractIn this study, mortar samples were exposed to sulfate attack for 1 year and then healed with the polymer that contains phosphazene. After this healing, the microstructure and mechanical properties of these mortars were investigated. In the experimental work, the percentage of phosphazene in the monomer (0, 1%, 2%, 3% and 4%), the curing time (30, 60, 90, 180 and 365 days), the cement dosage (300, 350, 400, 450 and 500 kg/m(3)) and percentage of sulfate solution (0%, 1%, 2%, 4% and 6%) were selected as experimental parameters. Due to the high number of experimental parameters, experiments were reduced using the Taguchi L-25 (5(6)) orthogonal array as the test plan. After the design of the experiment, 50 x 50 x 50 mm cubes and 25 x 25 x 285 mm prismatic samples were prepared. The produced samples were exposed to the sulfate attack for the predetermined curing times. The samples were dried at 105 5 degrees C for 24 h after sulfate attack Following this procedure, the monomer containing phosphazene was impregnated to samples at atmospheric conditions for 24 h. 1% benzoyl peroxide was used as the monomer initiator. The samples were heated to 60 degrees C for 4 h to polymerize the monomers. The compressive strength, weight changes and length changes of mortar specimens healed using polymer containing phosphazene after sulfate attack were investigated. Furthermore, SEM, EDX and XRD analyzes were conducted on the samples. (C) 2018 Elsevier Ltd. All rights reserved.
dc.description.sponsorshipScientific and Technological Research Council of Turkey - TURKEY (TUBITAK-Project) [113M448]
dc.description.sponsorshipThis study supported by The Scientific and Technological Research Council of Turkey - TURKEY (TUBITAK-Project No. 113M448). The author gratefully acknowledge the TUBITAK.
dc.identifier.doi10.1016/j.conbuildmat.2018.02.054
dc.identifier.endpage481
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.orcid0000-0002-7585-2609
dc.identifier.scopus2-s2.0-85042256654
dc.identifier.scopusqualityQ1
dc.identifier.startpage473
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2018.02.054
dc.identifier.urihttps://hdl.handle.net/11508/61792
dc.identifier.volume167
dc.identifier.wosWOS:000430897200043
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectMortar
dc.subjectSulfate attack
dc.subjectPhosphazene
dc.subjectPolymer
dc.subjectMicrostructure
dc.titleLong-term performance of the healed mortar with polymer containing phosphazene after exposed to sulfate attack
dc.typeArticle

Dosyalar