Investigation of Properties of Mortars Containing Waste Stone Powder Instead of Sand under Freezing-Thawing Effect

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dc.authorscopusid57212405947
dc.authorscopusid50161145100
dc.contributor.authorAral, İbrahim Feda
dc.contributor.authorCihan, Mehmet Timur
dc.date.accessioned2022-05-11T14:26:40Z
dc.date.available2022-05-11T14:26:40Z
dc.date.issued2019
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.descriptionLAMA Energy Group;LAMA Gas and Oil;Prague City Tourism
dc.description5th World Multidisciplinary Earth Sciences Symposium, WMESS 2019 -- 9 September 2019 through 13 September 2019 -- -- 155452
dc.description.abstractNowadays, sustainable production is vitally important in consideration of limited raw materials and an environmental welfare. Sustainable production encourages the use of several industrial wastes as raw materials in different fields. Water and aggregate are among the most consumed items on the earth. Waste powders, with a size of 75 ?m or less, formed during the aggregate production process affect both the environment and human health negatively. For sustainable aggregate production, it is important that the waste powder generated during the aggregate production phase is used in the concrete industry. Limestone, basalt and dolomite are commonly used as concrete aggregate. In this study, limestone, basalt and dolomite waste powders were replaced with fine aggregate (sand). Reference samples (0 %) and 20%-30% waste stone powder produced by replacing standard sand with mortar. The freeze-thaw effect (40 cycles) on compressive strength, flexural strength, ultrasonic pulse velocity, weight loss are analysed. For this purpose, a total of 105 (21-5) 40-40-160 mm prism samples were produced. Under the influence of freeze-thaw cycles, the loss of weight in samples produced by replacement of standard sand and waste stone powders is less than that of the reference samples. The ultrasonic pulse velocity tend to increase in general as the number of freeze-thaw cycles increases. The flexural strength rises as the replacement rate is increased, and after the freeze-thaw cycle, a slight decline is observed. The compressive strength values decrease as the replacement rate is increased. It decreases at the end of the 10th freeze-thaw cycle but the variability tend decrease at extending cycles (20-40). © Published under licence by IOP Publishing Ltd.
dc.description.sponsorshipWe thank to Namik Kemal University for its contribution.
dc.identifier.doi10.1088/1755-1315/362/1/012169
dc.identifier.issn1755-1307
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85076589273
dc.identifier.scopusqualityN/A
dc.identifier.urihttps://doi.org/10.1088/1755-1315/362/1/012169
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6542
dc.identifier.volume362
dc.indekslendigikaynakScopus
dc.institutionauthorAral, İbrahim Feda
dc.institutionauthorCihan, Mehmet Timur
dc.language.isoen
dc.publisherInstitute of Physics Publishing
dc.relation.ispartofIOP Conference Series: Earth and Environmental Science
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectBasalt
dc.subjectBending strength
dc.subjectCarrier concentration
dc.subjectConcrete aggregates
dc.subjectConcrete industry
dc.subjectConcrete products
dc.subjectEarth sciences
dc.subjectFreezing
dc.subjectIndustrial wastes
dc.subjectLight velocity
dc.subjectLime
dc.subjectLimestone
dc.subjectMortar
dc.subjectPowders
dc.subjectSand
dc.subjectSustainable development
dc.subjectThawing
dc.subjectAggregate production
dc.subjectAggregate production process
dc.subjectFreeze-thaw cycles
dc.subjectFreeze-thaw effects
dc.subjectReplacement rates
dc.subjectSustainable production
dc.subjectUltrasonic pulse velocity
dc.subjectWaste stone powders
dc.subjectCompressive strength
dc.titleInvestigation of Properties of Mortars Containing Waste Stone Powder Instead of Sand under Freezing-Thawing Effect
dc.typeConference Object

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