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.date.accessioned | 2025-09-25T10:55:33Z | |
| dc.date.available | 2025-09-25T10:55:33Z | |
| dc.date.issued | 2022 | |
| dc.description | Sonmez Tugluca, Merve/0000-0002-5197-4863; | en_US |
| dc.description.abstract | Microbial granules have been mostly used for wastewater treatment. Recently, biogranules consisting nitrate-reducing 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 mu m depending on the granule size. Net yield for concrete compatible biogranule production was determined as 0.05 g bio-granule.g(-1)HCOO-. | en_US |
| dc.description.sponsorship | Scientific and Technological Research Council of Turkey [118M768] | en_US |
| dc.description.sponsorship | Funding This work was supported by the Scientific and Technological Research Council of Turkey [grant number 118M768] . | en_US |
| dc.description.sponsorship | Türkiye Bilimsel ve Teknolojik Araştirma Kurumu, TÜBITAK, (118M768); Türkiye Bilimsel ve Teknolojik Araştirma Kurumu, TÜBITAK | |
| dc.identifier.doi | 10.1016/j.cemconcomp.2021.104344 | |
| dc.identifier.issn | 0958-9465 | |
| dc.identifier.issn | 1873-393X | |
| dc.identifier.scopus | 2-s2.0-85119290737 | |
| dc.identifier.uri | https://doi.org/10.1016/j.cemconcomp.2021.104344 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12573/4478 | |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Sci Ltd | en_US |
| dc.relation.ispartof | Cement & Concrete Composites | en_US |
| 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 |
| dspace.entity.type | Publication | |
| gdc.author.id | Sonmez Tugluca, Merve/0000-0002-5197-4863 | |
| gdc.author.scopusid | 57225061371 | |
| gdc.author.scopusid | 56625890200 | |
| gdc.author.scopusid | 58061648700 | |
| gdc.author.wosid | Erşan, Yusuf/A-7227-2016 | |
| gdc.author.wosid | Sönmez Tuğluca, Merve/Gxf-0526-2022 | |
| gdc.bip.impulseclass | C4 | |
| gdc.bip.influenceclass | C5 | |
| gdc.bip.popularityclass | C4 | |
| gdc.coar.access | metadata only access | |
| gdc.coar.type | text::journal::journal article | |
| gdc.collaboration.industrial | false | |
| gdc.description.department | Abdullah Gül University | en_US |
| gdc.description.departmenttemp | [Sonmez, Merve] Hacettepe Univ, Dept Civil Engn, TR-06800 Ankara, Turkey; [Ersan, Yusuf Cagatay] Abdullah Gul Univ, Dept Civil Engn, TR-38080 Kayseri, Turkey; [Ersan, Yusuf Cagatay] Hacettepe Univ, Dept Environm Engn, Beytepe Campus, TR-06800 Ankara, Turkey | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q1 | |
| gdc.description.volume | 126 | en_US |
| gdc.description.woscitationindex | Science Citation Index Expanded | |
| gdc.description.wosquality | Q1 | |
| gdc.identifier.openalex | W3214061837 | |
| gdc.identifier.wos | WOS:000806204300001 | |
| gdc.index.type | WoS | |
| gdc.index.type | Scopus | |
| gdc.oaire.diamondjournal | false | |
| gdc.oaire.impulse | 9.0 | |
| gdc.oaire.influence | 2.720423E-9 | |
| gdc.oaire.isgreen | true | |
| gdc.oaire.popularity | 8.524891E-9 | |
| gdc.oaire.publicfunded | false | |
| gdc.oaire.sciencefields | 0211 other engineering and technologies | |
| gdc.oaire.sciencefields | 02 engineering and technology | |
| gdc.oaire.sciencefields | 0201 civil engineering | |
| gdc.openalex.collaboration | National | |
| gdc.openalex.fwci | 0.5368 | |
| gdc.openalex.normalizedpercentile | 0.62 | |
| gdc.opencitations.count | 8 | |
| gdc.plumx.mendeley | 42 | |
| gdc.plumx.scopuscites | 12 | |
| gdc.scopus.citedcount | 13 | |
| gdc.virtual.author | Erşan, Yusuf Çağatay | |
| gdc.wos.citedcount | 11 | |
| relation.isAuthorOfPublication | b93edb5a-eed5-4386-a693-e049f47cb9b0 | |
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