Yayın:
Evaluation of the 12-24 mm basalt fibers and boron waste on reinforced metakaolin-based geopolymer

dc.contributor.authorAli, Nawar
dc.contributor.authorCanpolat, Orhan
dc.contributor.authorAygormez, Yurdakul
dc.contributor.authorAl-Mashhadani, Mukhallad M.
dc.date.accessioned2026-06-27T14:29:00Z
dc.date.issued2020
dc.description.abstractConcerning sustainability and recycling considerations, geopolymers have recently raised as one of the most active alternatives to the current cement-based composites, in addition to that, the existence of fibers in any binding matrix yields a significant improvement in the behavior of the matrix. On the other hand, using waste materials in the binding matrices fulfills one of the main aims of sustainability, namely reusing wastes. In this concern, the previous research attempts focused on the effect of using fibers and wastes separately and hence using them together in one matrix is not clearly highlighted. The main objective of this study was to examine the engineering properties of metakaolin-based geopolymer mortars in the case of colemanite substitution up to 30% and basalt fiber of different lengths. In the 10 series produced, firstly 7th day and 28th day compressive and flexural strengths, UPV, abrasion resistance test, porosity, unit weight, and water absorption results were examined. As the durability tests, 90 cycles of freezing-thawing between -20 and +20 degrees C, high-temperature tests of 250, 500 and 750 degrees C were applied. Also, geopolymer samples were exposed to 10% Hydrosulfuric Acid (H2SO4) for 3 months. Scanning Electron Microscopy (SEM), X-ray Diffraction (XRD), Fourier Transform Infrared Spectroscopy (FT-IR) and Thermogravimetric/Differential Thermal Analysis (TGA-DTA) analyses were performed at the end of the durability tests. The results showed that in the case of 10% colemanite substitution, it increased the compressive strength results and lowered it at higher rates. With a colemanite substitution of 10%, the compressive strength results of 28 days increased by 1.71%, and in the case of 20% and 30% colemanite substitution, there was a decrease in the compressive strength of 13.64% and 26.99%, respectively. The compressive strength results showed that 24 mm long basalt fiber reinforced samples had better results than 12 mm long basalt fiber reinforced samples. It was seen that geopolymer specimens maintain stability in freezing-thawing, elevated temperatures, and sulfuric acid effects. (C) 2020 Elsevier Ltd. All rights reserved.en
dc.description.sponsorshipYildiz Technical University [FBA-2017-3081]
dc.description.urihttps://doi.org/10.1016/j.conbuildmat.2020.118976
dc.identifier.doi10.1016/j.conbuildmat.2020.118976
dc.identifier.eissn1879-0526
dc.identifier.issn0950-0618
dc.identifier.urihttps://hdl.handle.net/20.500.14981/61118
dc.identifier.volume251
dc.identifier.wos000535931400055
dc.language.isoeng
dc.publisherELSEVIER SCI LTD
dc.relation.ispartofCONSTRUCTION AND BUILDING MATERIALS
dc.subjectGeopolymer
dc.subjectMetakaolin
dc.subjectBoron
dc.subjectBasalt fiber
dc.subjectAbrasion resistance
dc.subjectHigh temperature
dc.subjectFreezing-thawing
dc.subjectHydrosulfuric acid
dc.subjectASH-BASED GEOPOLYMER
dc.subjectSULFURIC-ACID RESISTANCE
dc.subjectFLY-ASH
dc.subjectMECHANICAL-PROPERTIES
dc.subjectFREEZE-THAW
dc.subjectPORTLAND-CEMENT
dc.subjectELEVATED-TEMPERATURE
dc.subjectCOMPRESSIVE STRENGTH
dc.subjectPARTIAL REPLACEMENT
dc.subjectCOLEMANITE WASTE
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.subjectMaterials Science
dc.titleEvaluation of the 12-24 mm basalt fibers and boron waste on reinforced metakaolin-based geopolymer
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

Dosyalar

Koleksiyonlar