Production and compatibility assessment of denitrifying biogranules tailored for self-healing concrete applications

dc.contributor.author Sonmez, Merve
dc.contributor.author Ersan, Yusuf Cagatay
dc.contributor.authorID 0000-0003-4128-0195 en_US
dc.contributor.department AGÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü en_US
dc.contributor.institutionauthor Ersan, Yusuf Cagatay
dc.date.accessioned 2023-04-05T07:30:45Z
dc.date.available 2023-04-05T07:30:45Z
dc.date.issued 2022 en_US
dc.description.abstract Microbial 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.sponsorship Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) 118M768 en_US
dc.identifier.endpage 17 en_US
dc.identifier.issn 0958-9465
dc.identifier.issn 1873-393X
dc.identifier.issue 104344 en_US
dc.identifier.other WOS:000806204300001
dc.identifier.startpage 1 en_US
dc.identifier.uri https://doi.org/10.1016/j.cemconcomp.2021.104344
dc.identifier.uri https://hdl.handle.net/20.500.12573/1563
dc.identifier.volume 126 en_US
dc.language.iso eng en_US
dc.publisher ELSEVIER SCI LTD en_US
dc.relation.isversionof 10.1016/j.cemconcomp.2021.104344 en_US
dc.relation.journal CEMENT & CONCRETE COMPOSITES en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.relation.tubitak 118M768
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Bacteria-based self-healing en_US
dc.subject Granule content en_US
dc.subject Aerobic granular sludge en_US
dc.subject MICP en_US
dc.subject Nitrate reduction en_US
dc.title Production and compatibility assessment of denitrifying biogranules tailored for self-healing concrete applications en_US
dc.type article en_US

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