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dc.contributor.authorMd. S., Islam
dc.contributor.authorKaushik, S. K.
dc.contributor.authorMd. M., Islam
dc.date.accessioned2011-09-07T19:36:10Z
dc.date.available2011-09-07T19:36:10Z
dc.date.issued2005-06
dc.identifier.citationThe Journal of the Institution of Engineers, Malaysia, vol. 66(2), 2005, pages 46-52en_US
dc.identifier.issn0126-513X
dc.identifier.urihttp://www.myiem.org.my/content/iem_journal_2005-176.aspx
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/13686
dc.descriptionLink to publisher's homepage at http://www.myiem.org.my/en_US
dc.description.abstractAs a part of a durability study of concrete exposed to sea water environment, the paper describes the effect of sea salts on the physical and mechanical properties of concrete under large hydrostatic pressure. Specially designed pressure vessels with temperature control system have been used to simulate the deep sea environmental effects. Accelerated test techniques such as increased salt concentration of curing water, small sized specimens, enhanced environmental temperature have been used. The deteriorative effects are measured by studying visual appearance, weight and volume change, compressive strength, permeability characteristics and X-ray diffraction patterns of concrete specimens exposed to artificial sea water environment over a period of one year. The test results reveal that ambient pressure has accelerated effects on the deterioration of concrete in deep sea water environment.en_US
dc.language.isoenen_US
dc.publisherThe Institution of Engineers, Malaysiaen_US
dc.subjectDurabilityen_US
dc.subjectCompressive strengthen_US
dc.subjectPermeabilityen_US
dc.subjectMarine environmenten_US
dc.subjectHydrostatic pressureen_US
dc.subjectChloride attacken_US
dc.subjectSulfate attacken_US
dc.titlePhysicaland mechanical behavior of concrete in seawater under high hydrostatic pressureen_US
dc.typeArticleen_US


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