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dc.contributor.authorAzarhomayun, Fazel
dc.contributor.authorHaji, Mohammad
dc.contributor.authorKioumarsi, Mahdi
dc.contributor.authorKheyroddin, Ali
dc.date.accessioned2023-10-31T06:47:58Z
dc.date.available2023-10-31T06:47:58Z
dc.date.created2023-06-23T10:22:47Z
dc.date.issued2023
dc.identifier.citationInternational Journal of Concrete Structures and Materials. 2023, 17 .en_US
dc.identifier.issn1976-0485
dc.identifier.urihttps://hdl.handle.net/11250/3099549
dc.description.abstractThe lack of adequate space for sewage sludge disposal has become a significant challenge in many countries. Land- filling and using sewage sludge as fertilizer in agricultural lands are the main methods for disposal. However, these methods can result in soil and groundwater contamination as well as heavy metal and microbial pollution in soil. An alternative disposal method is using sewage sludge ash (SSA) in concrete production. If the sludge ash is reactive, it can replace a portion of cement in concrete; otherwise, it can be used as a filler. In the present study, X-ray fluores- cence (XRF) experiments were conducted to determine the elemental composition of sewage sludge. Then, the sew- age sludge was incinerated, and XRF and X-ray diffraction (XRD) tests were performed on the resulting sewage sludge ash. The ash was utilized in different proportions in the mortar and concrete specimens, and compressive strength tests were conducted on the resulting specimens. The results indicate that using 20% SSA instead of cement resulted in a 25% reduction in compressive strength in concrete specimens. However, the combination of 10% silica fume and 10% SSA was the optimal combination to compensate for the reduction in compressive strength caused using SSA.en_US
dc.language.isoengen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleCombined Use of Sewage Sludge Ash and Silica Fume in Concreteen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1
dc.identifier.doi10.1186/s40069-023-00593-5
dc.identifier.cristin2157352
dc.source.journalInternational Journal of Concrete Structures and Materialsen_US
dc.source.volume17en_US
dc.source.pagenumber16en_US


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