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dc.contributor.authorSonmez, Merve
dc.contributor.authorErsan, Yusuf Cagatay
dc.date.accessioned2023-04-05T07:30:45Z
dc.date.available2023-04-05T07:30:45Z
dc.date.issued2022en_US
dc.identifier.issn0958-9465
dc.identifier.issn1873-393X
dc.identifier.otherWOS:000806204300001
dc.identifier.urihttps://doi.org/10.1016/j.cemconcomp.2021.104344
dc.identifier.urihttps://hdl.handle.net/20.500.12573/1563
dc.description.abstractMicrobial granules have been mostly used for wastewater treatment. Recently, biogranules consisting nitratereducing microorganisms have appeared as a unique healing agent providing simultaneous self-healing of cracks and corrosion inhibition of rebar in concrete. Yet, information about the production process and microbial activity of these biogranules as well as their compatibility with cementitious materials remains unknown. This study presents the biogranule production procedure in detail and evaluates the compatibility of the produced biogranules with the cementitious composites. In the form of biogranules, bacteria doses varying between 0.25% and 3.00% w/w cement were incorporated into mortar and the variations in fresh and hardened properties of mortars were evaluated with respect to abiotic mortars. Biogranules were also tested for their compatibility with concrete at minimum and the defined maximum tolerable doses. Biogranules with a NOx-N reduction activity of 0.10 g NOx-N.g− 1 bacteria.d− 1 and organic carbon oxidation activity of 1.50 g HCOO⁻.g− 1 bacteria.d− 1 were produced successfully by using minimal medium. It was found out that biogranules enable bacteria incorporation into mortar up to a dose of 2.50% w/w cement without compromising fresh and hardened properties of cementitious composites. It was revealed that the compatibility of the biogranules was due to the mineral layer surrounding the biogranules which prevented interaction between the cement matrix and the microbial content. The thickness of the protective mineral layer around the granules was varying between 50 and 300 μm depending on the granule size. Net yield for concrete compatible biogranule production was determined as 0.05 g biogranule.g− 1 HCOO⁻.en_US
dc.description.sponsorshipTurkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) 118M768en_US
dc.language.isoengen_US
dc.publisherELSEVIER SCI LTDen_US
dc.relation.isversionof10.1016/j.cemconcomp.2021.104344en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBacteria-based self-healingen_US
dc.subjectGranule contenten_US
dc.subjectAerobic granular sludgeen_US
dc.subjectMICPen_US
dc.subjectNitrate reductionen_US
dc.titleProduction and compatibility assessment of denitrifying biogranules tailored for self-healing concrete applicationsen_US
dc.typearticleen_US
dc.contributor.departmentAGÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.authorID0000-0003-4128-0195en_US
dc.contributor.institutionauthorErsan, Yusuf Cagatay
dc.identifier.volume126en_US
dc.identifier.issue104344en_US
dc.identifier.startpage1en_US
dc.identifier.endpage17en_US
dc.relation.journalCEMENT & CONCRETE COMPOSITESen_US
dc.relation.tubitak118M768
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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