Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/28529
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dc.contributor.authorOritola, Sikiru-
dc.contributor.authorSaleh, Abdlatif-
dc.contributor.authorMohdsam, Abdrahman-
dc.date.accessioned2024-05-19T02:03:09Z-
dc.date.available2024-05-19T02:03:09Z-
dc.date.issued2015-01-01-
dc.identifier.citationS. F. Oritola, A. L. Saleh & A. R. Mohd Sam (2015). Performance of Iron Ore Tailings as Partial Replacement for Sand in Concrete, Applied Mechanics and Materials, 735, 117 pp. 122-127.en_US
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/28529-
dc.descriptionresearch articleen_US
dc.description.abstractAbstract. The findings on the properties of concrete produced using iron ore tailings obtained from ZCM Minerals SDN BHD located in Kotta Tingi, Johor, Malaysia as partial replacement for sand, is reported in this paper. The Iron Ore Tailings (IOT’s) a waste product, with particle size range from (850μm - 75μm) obtained from Iron Ore Processing was utilized as fine aggregate to produce concrete. Based on British Standard (BS) guidelines, normal concrete mix was designed. Five types of concrete samples (C0, C1, C2, C3, and C4) were produced, with the percentage of tailings used to replace sand as fine aggregate ranging from 0 to 40[%]. The reference sample is referred to as C0, with no tailings while the other four , contained tailings at 10[%] replacement intervals. The effect of iron ore tailings on the consistency of the fresh concrete were studied, as well as the density, compressive strength, flexural strength and splitting tensile strength, of the hardened concrete. The results of the consistency tests on concrete shows that the slump values ranges from 81 to 53[mm] from concrete sample C0 to C4 respectively, while the compacting factor values ranges from 0.92 to 0.89 respectively. The density of the produced concrete cube samples falls within the range 2350 to 2430[kg/m3]. The concrete sample C3 gave the highest compressive strength value of 43.70[N/mm2]. The concrete sample C3 also gave the highest flexural strength value of 4.79[N/mm2], while the The concrete sample C4 gave the highest splitting tensile strength value of 4.0[N/mm2] after curing period of 28[days].en_US
dc.description.sponsorshipself sponsoreden_US
dc.language.isoenen_US
dc.publisherApplied Mechanics and Materialsen_US
dc.relation.ispartofseries735;117-
dc.subjectfine aggregateen_US
dc.subjectiron ore Tailingsen_US
dc.subjectnatural sanden_US
dc.subjecthardened concreteen_US
dc.subjectCompressive strengthen_US
dc.titlePerformance of Iron Ore Tailings as Partial Replacement for Sand in Concreteen_US
dc.typeArticleen_US
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