Publication:
Çimento-esaslı harçlarda kendiliğinden iyileşmenin sağlanması için 2 bileşenli biyolojik katkı maddesinin geliştirilmesi

dc.contributor.authorTezer, Mustafa Mert
dc.contributor.authorBundur, Zeynep Başaran
dc.contributor.departmentCivil Engineering
dc.contributor.ozuauthorBUNDUR, Zeynep Başaran
dc.contributor.ozugradstudentTezer, Mustafa Mert
dc.date.accessioned2022-09-26T17:15:31Z
dc.date.available2022-09-26T17:15:31Z
dc.date.issued2021
dc.description.abstractPurpose: Throughout the literature, studies showed that among several alternatives such as diatomaceous earth (DE), metakaolin, zeolites and expanded clay could be suitable for protection of the bacteria based on their effects on compressive strength and setting, in particular DE was found to be effective in self-healing of cracks. A correct choice of the protection barrier and application methodology are of crucial for further development of self-healing concrete. This study presents a comparative study on the possible use of a mineral additive (DE) and a porous lightweight aggregate (pumice) as a protective barrier for bacterial cells. Theory and Methods: To obtain a two-phase bio additive, half of the minerals were saturated with a nutrient medium consisting of urea, corn-steep liqueur (CSL) and calcium acetate and the cells with immobilized to the other half without nutrients. Screening of the healing process was done with stereomicroscopy imaging, ultrasonic pulse velocity (UPV) analysis and water absorption testing. Results: Cracks with an average width of 0.4 mm in 28-day old mortar specimens were almost completely filled by bio-based precipitate depending on the curing regime. Cracks were sealed even in sample including relatively smaller dosage of nutrients and bacterial cells in presence of moisture. Moreover, the duration of crack healing was approximately 21 days, which was almost half of the duration to remediate the cracks when cells were directly incorporated to the mix. Conclusion: With this approach, the cracks on mortar surface were sealed and the water absorption capacity of the socalled self-healed mortar decreased compared to its counterpart cracked mortar samples.en_US
dc.description.versionPublisher versionen_US
dc.identifier.doi10.17341/gazimmfd.695637en_US
dc.identifier.endpage1184en_US
dc.identifier.issn1300-1884en_US
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85107525754
dc.identifier.startpage1171en_US
dc.identifier.urihttp://hdl.handle.net/10679/7881
dc.identifier.urihttps://doi.org/10.17341/gazimmfd.695637
dc.identifier.volume36en_US
dc.identifier.wos000655278700001
dc.language.isoengen_US
dc.peerreviewedyesen_US
dc.publicationstatusPublisheden_US
dc.publisherGazi Üniversitesien_US
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi University
dc.relation.publicationcategoryInternational Refereed Journal
dc.rightsopenAccess
dc.subject.keywordsKendiliğinden iyileşmeen_US
dc.subject.keywordsBiyomineralizasyonen_US
dc.subject.keywordsGeçirgenliken_US
dc.subject.keywordsÇimentoen_US
dc.subject.keywordsHarçen_US
dc.subject.keywordsSelf-healing
dc.subject.keywordsBiomineralization
dc.subject.keywordsCalcite
dc.subject.keywordsCement
dc.subject.keywordsMortar
dc.titleÇimento-esaslı harçlarda kendiliğinden iyileşmenin sağlanması için 2 bileşenli biyolojik katkı maddesinin geliştirilmesien_US
dc.title.alternativeDevelopment of a 2-phase bio-additive for self-healing cement-based materials
dc.typearticleen_US
dspace.entity.typePublication
relation.isOrgUnitOfPublicationaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85
relation.isOrgUnitOfPublication.latestForDiscoveryaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85

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