Ground Granulated Pumice-Based Cement Mortars Exposed to Abrasion and Fire
dc.authorid | Atis, Cengiz Duran/0000-0003-3459-329X | |
dc.contributor.author | Karahan, Okan | |
dc.contributor.author | Hossain, Khandaker M. A. | |
dc.contributor.author | Atis, Cengiz D. | |
dc.contributor.author | Lachemi, Mohamed | |
dc.contributor.author | Ozbay, Erdogan | |
dc.date.accessioned | 2024-09-18T20:25:29Z | |
dc.date.available | 2024-09-18T20:25:29Z | |
dc.date.issued | 2017 | |
dc.department | Hatay Mustafa Kemal Üniversitesi | en_US |
dc.description.abstract | This study investigates the effect of ground granulated pumice (GGP) on workability, compressive/flexural strength and abrasion/fire resistance of mortars. Mortar mixture was prepared by replacing cement with GGP at five different replacement ratios (0, 5, 10, 15 and 20%). The sand-to-binder and water-to-binder ratios of the produced mortars were 3.0 and 0.50, respectively. Compressive/flexural strength and horizontal Bohme abrasion tests were conducted on mortar specimens at 28 days. Mortar specimens were also exposed to elevated temperatures of 300, 600 and 900 for a duration of 1 h to measure residual compressive strength. Test results showed that the use of GGP reduced the flow/workability of fresh mortars. It was also observed that the use of 10% GGP content slightly improved strength, abrasion and fire resistance of mortars compared to control normal Portland cement mortar. | en_US |
dc.description.sponsorship | Turkish Council of Higher Education (YOK); Ryerson University (Canada) | en_US |
dc.description.sponsorship | Authors acknowledge the Turkish Council of Higher Education (YOK) and Ryerson University (Canada), for providing financial support for this project. | en_US |
dc.identifier.doi | 10.1007/s13369-016-2403-0 | |
dc.identifier.endpage | 1326 | en_US |
dc.identifier.issn | 2193-567X | |
dc.identifier.issn | 2191-4281 | |
dc.identifier.issue | 3 | en_US |
dc.identifier.scopus | 2-s2.0-85014695150 | en_US |
dc.identifier.scopusquality | Q1 | en_US |
dc.identifier.startpage | 1321 | en_US |
dc.identifier.uri | https://doi.org/10.1007/s13369-016-2403-0 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12483/10329 | |
dc.identifier.volume | 42 | en_US |
dc.identifier.wos | WOS:000395435400031 | en_US |
dc.identifier.wosquality | Q3 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Springer Heidelberg | en_US |
dc.relation.ispartof | Arabian Journal For Science and Engineering | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Granulated pumice | en_US |
dc.subject | Mortar | en_US |
dc.subject | Workability | en_US |
dc.subject | Strength | en_US |
dc.subject | Abrasion resistance | en_US |
dc.subject | Elevated temperatures | en_US |
dc.title | Ground Granulated Pumice-Based Cement Mortars Exposed to Abrasion and Fire | en_US |
dc.type | Article | en_US |
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