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dc.contributor.authorAttom, Mousa
dc.contributor.authorHawileh, Rami
dc.contributor.authorMohanned, Naser
dc.date.accessioned2016-10-20T06:37:08Z
dc.date.available2016-10-20T06:37:08Z
dc.date.issued2013-10
dc.identifier.citationAttom, Mousa, Rami Hawileh, and Mohanned Naser. "Investigation on Concrete Compressive Strength Mixed with Sand Contaminated by Crude Oil." Journal of Construction & Building Materials, Elsevier 47, no. - (2013): 99-103en_US
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/11073/8561
dc.description.abstractThe leak of oil products due to the huge demand would result in contaminating the sand that might be used in the concrete industry. This paper experimentally investigates the effect of contaminated sand with kerosene and diesel on the compressive strength of conventional normal weight concrete. The experimental program consisted of testing standard concrete cubes casted with sand contaminated with kerosene and diesel at different percentages of 0.5%, 1.0%, and 1.5%, respectively by the dry weight of the sand. In addition, uncontaminated samples were casted to serve as benchmark (control) specimens. The casted samples were tested in accordance with the ASTM standards at different curing times. The test results showed a noticeable reduction up to 42% in the concrete compressive strength as the contamination level increases. The results of this investigation imply that special attention in the design and analysis of concrete should be considered when contaminated sand is found in the mix.en_US
dc.language.isoen_USen_US
dc.publisherElsevieren_US
dc.relation.ispartofseriesJournal of Construction & Building Materialsen_US
dc.relation.urihttp://dx.doi.org/10.1016/j.conbuildmat.2013.04.042en_US
dc.subjectConcreteen_US
dc.subjectMix designen_US
dc.subjectOil productsen_US
dc.subjectKeroseneen_US
dc.subjectDieselen_US
dc.subjectCompressive strengthen_US
dc.titleInvestigation on Concrete Compressive Strength Mixed with Sand Contaminated by Crude Oilen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.conbuildmat.2013.04.042


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