Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/31688
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dc.contributor.authorTang, WL-
dc.contributor.authorLee, HS-
dc.contributor.authorVimonsatit, V-
dc.contributor.authorHtut, T-
dc.contributor.authorSingh, JK-
dc.contributor.authorHassan, WNFW-
dc.contributor.authorIsmail, MA-
dc.contributor.authorSeikh, AH-
dc.contributor.authorAlharthi, N-
dc.date.accessioned2025-08-05T09:45:46Z-
dc.date.available2025-08-05T09:45:46Z-
dc.date.issued2019-01-03-
dc.identifierORCiD: Jitendra Kumar Singh https://orcid.org/0000-0002-8006-4076-
dc.identifierORCiD: Mohamed Abdelkader Ismail https://orcid.org/0000-0001-5059-4220-
dc.identifierORCiD: Asiful H. Sheikh https://orcid.org/0000-0003-4609-9256Alharthi-
dc.identifierArticle number: 130-
dc.identifier.citationTang, W.L. et al (2019) 'Optimization of micro and nano palm oil fuel ash to determine the carbonation resistance of the concrete in accelerated condition', Materials, 12 (1), 130, pp. 1 - 19. doi: 10.3390/ma12010130.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/31688-
dc.description.abstractThe carbonation rate of reinforced concrete is influenced by three parameters, namely temperature, relative humidity, and concentration of carbon dioxide (CO 2 ) in the surroundings. As knowledge of the service lifespan of reinforced concrete is crucial in terms of corrosion, the carbonation process is important to study, and high-performance durable reinforced concretes can be produced to prolong the effects of corrosion. To examine carbonation resistance, accelerated carbonation testing was conducted in accordance with the standards of BS 1881-210:2013. In this study, 10-30% of micro palm oil fuel ash (mPOFA) and 0.5-1.5% of nano-POFA (nPOFA) were incorporated into concrete mixtures to determine the optimum amount for achieving the highest carbonation resistance after 28 days water curing and accelerated CO 2 conditions up to 70 days of exposure. The effect of carbonation on concrete specimens with the inclusion of mPOFA and nPOFA was investigated. The carbonation depth was identified by phenolphthalein solution. The highest carbonation resistance of concrete was found after the inclusion of 10% mPOFA and 0.5% nPOFA, while the lowest carbonation resistance was found after the inclusion of 30% mPOFA and 1.5% nPOFA.en_US
dc.description.sponsorshipThis work was supported by basic science research program through the National Research Foundation (NRF) of Korea and funded by the Ministry of Science, ICT and Future Planning (No. 2015R1A5A1037548). The authors would like to extend their sincere appreciation to the Deanship of Scientific Research at King Saud University for funding this research through the Research Group Project No. RG-1439-029.en_US
dc.format.extent1 - 19-
dc.format.mediumElectronic-
dc.language.isoen_USen_US
dc.publisherMDPIen_US
dc.rightsCreative Commons Attribution 4.0 International-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectcarbonation depthen_US
dc.subjectconcreteen_US
dc.subjectmicrostructureen_US
dc.subjectmorphologyen_US
dc.subjectpalm oil fuel ashen_US
dc.subjectsorptivityen_US
dc.titleOptimization of micro and nano palm oil fuel ash to determine the carbonation resistance of the concrete in accelerated conditionen_US
dc.typeArticleen_US
dc.date.dateAccepted2018-12-10-
dc.identifier.doihttps://doi.org/10.3390/ma12010130-
dc.relation.isPartOfMaterials-
pubs.issue1-
pubs.publication-statusPublished-
pubs.volume12-
dc.identifier.eissn1996-1944-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dcterms.dateAccepted2018-12-10-
dc.rights.holderThe authors-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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