The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete

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dc.contributor.authorUzunoğlu, Metin M.
dc.contributor.authorÖzgan, Ercan
dc.contributor.authorKap, Tuncay
dc.date.accessioned2020-04-30T23:33:54Z
dc.date.available2020-04-30T23:33:54Z
dc.date.issued2018
dc.departmentDÜ, Teknik Eğitim Fakültesi, Yapı Eğitimi Bölümüen_US
dc.descriptionWOS: 000453037900024en_US
dc.description.abstractThe aim of this study is to investigate the effect of hydrostatic pressure on the engineering properties of hardened concrete. To this end, a concrete column with dimensions of 100 cm width, 25 cm depth and 250 cm height was produced using C20 class concrete. While pouring the concrete, 15 cm reference cube samples were taken from the fresh concrete. After 28 days, 8 from the cube samples and 128 from different hydrostatic heights, in total 136 pieces of core samples with & Oslash;100 mm diameter were taken and their compressive strength was determined. The average compressive strength of the reference core samples was 36.95 N/mm(2) and the compressive strength of other samples changed between 37.3 N/mm(2) and 43.0 N/mm(2) according to the hydrostatic pressure. It was concluded that compressive strength changed between 0.95% and 16.37% according to the reference sample. Statistical analysis was conducted based on the experimental results. The compressive strength of the core samples related to its hydrostatic height and physical properties were predicted with a high reliability. A model equation was formed to convert the compressive strength of the core samples into reference compressive strength according to hydrostatic height and the convertibility coefficients were ascertained.en_US
dc.identifier.doi10.3130/jaabe.17.565en_US
dc.identifier.endpage571en_US
dc.identifier.issn1346-7581
dc.identifier.issn1347-2852
dc.identifier.issue3en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage565en_US
dc.identifier.urihttps://doi.org/10.3130/jaabe.17.565
dc.identifier.urihttps://hdl.handle.net/20.500.12684/5065
dc.identifier.volume17en_US
dc.identifier.wosWOS:000453037900024en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.ispartofJournal Of Asian Architecture And Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectconcreteen_US
dc.subjecthydrostatic pressureen_US
dc.subjectcore sampleen_US
dc.subjectcompressive strengthen_US
dc.titleThe Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concreteen_US
dc.typeArticleen_US

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