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Evaluation of the strength of concrete slabs using bamboo-mesh in place of iron rod mesh with palm-kernel shells as additives

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dc.contributor.author Anang, Michael A.
dc.contributor.author Eduful, Frederick
dc.contributor.author Tulashie, Samuel K.
dc.contributor.author Boadu, Kwasi O.
dc.contributor.author Wofesor, Andrew
dc.date.accessioned 2021-07-26T09:52:30Z
dc.date.available 2021-07-26T09:52:30Z
dc.date.issued 2012
dc.identifier.issn 23105496
dc.identifier.uri http://hdl.handle.net/123456789/5719
dc.description 9p;, ill. en_US
dc.description.abstract Bamboo was used in the form of a mesh and placed within the concrete slab mold. The cement, sand and stone mixture were varied with the addition of palm kernel shells. Usually, the main mixtures for the production of concrete slabs are cement, sand, stones and water with iron rod mesh in-between the mixture. Due to high production cost, it was suggested that, if some waste material, in this case palm-kernel shell, is used to argument or supplement the amount of stones used and bamboo-mesh used to replace the costly iron rods, production cost as well as environmental issues would be addressed. The concrete slabs produced with this new mixture gave the compressive strength, after 28days of curing an average compressive strength of 60.0 KN/m 2. This value fell within the range of type A, B and C blocks with respective values of 4.0 KN/M 2,3.0 KN/M 2 and 2.5 KN/M 2 en_US
dc.language.iso en en_US
dc.publisher University of Cape Coast en_US
dc.title Evaluation of the strength of concrete slabs using bamboo-mesh in place of iron rod mesh with palm-kernel shells as additives en_US
dc.type Article en_US


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