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Effect of S2Cl2 Addition on the Sulfate Attack of Hydrated Portland Cement

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dc.contributor.authorYeprem, H. Ayguel
dc.contributor.authorGoekmen, Selahattin
dc.date.accessioned2026-06-27T13:07:57Z
dc.date.issued2009
dc.description.abstractIn this study the resistivity effect of laboratory-produced S2Cl2 as an additive in Portland cement PC 32.5 which was hydrated at the water/cement ratio of 0.5 and room temperature against sulfate attack in the curing solution of 0.35 M sodium sulfate was investigated. Hydrated cement products were determined by using X Ray Diffraction (XRD) and Thermogravimetry-Differential Thermal Analyses (TG-DTA) techniques. The additive substance, S2Cl2 in Portland cement, was used 5 and 10 percent by weight. The highest compressive strength value was found as 36.7 MPa in case of hydrated cement PC 32.5, samples containing 5 % S2Cl2 (additive) after curing time of 28 + 21 days.en
dc.description.urihttps://doi.org/10.3139/120.110013
dc.identifier.doi10.3139/120.110013
dc.identifier.endpage115
dc.identifier.issn0025-5300
dc.identifier.issue3
dc.identifier.startpage110
dc.identifier.urihttps://hdl.handle.net/20.500.14981/50174
dc.identifier.volume51
dc.identifier.wos000265365100002
dc.language.isoeng
dc.publisherCARL HANSER VERLAG
dc.relation.ispartofMATERIALS TESTING
dc.subjectCONCRETE
dc.subjectMaterials Science
dc.titleEffect of S2Cl2 Addition on the Sulfate Attack of Hydrated Portland Cement
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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