Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/13892
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dc.contributor.authorIdah, P. A-
dc.contributor.authorMusa, J. J-
dc.date.accessioned2021-10-08T14:46:27Z-
dc.date.available2021-10-08T14:46:27Z-
dc.date.issued2010-
dc.identifier.issn01899546-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/13892-
dc.description.abstractIn this study, the effect of replacing the conventional gravel with palmkernel shell as aggregates in making concrete was inquired into. Several volumes of palm kernel shells were used in two (4) different proportions with the other constituent and the strength of the concretes produced were tested to ascertain the effect of the replacement on the concrete produced. The palm kernel, cement, sand and gravel were mixed and cast in steel or cast iron moulds of 150mm2 cubes. The results show that the PK, with ratio of 1:2:3:1 of cement, sand, gravel and palm kernel shells respectively gave the highest compressive strength of 8.03N/mm' after 28 days of curing. Comparing the results of the tests with some standards, it was observed that 64% of the samples of the concretes produced with this partial replacement conform to the standard after 7 days of curing.en_US
dc.language.isoenen_US
dc.publisherNIGERIAN JOURNAL OF TECHNOLOGICAL DEVELOPMENTen_US
dc.subjectAggregateen_US
dc.subjectCementen_US
dc.subjectConcreteen_US
dc.subjectSanden_US
dc.subjectPalm kernel shellen_US
dc.titlePalm Kernel Shell As Aggregate For Light Weight Concreteen_US
dc.typeArticleen_US
Appears in Collections:Agric. and Bioresources Engineering

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