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dc.contributor.authorAltundaş, Suna
dc.contributor.authorCoşkun, Nart
dc.date.accessioned2019-12-18T08:17:47Z
dc.date.available2019-12-18T08:17:47Z
dc.date.issued2011
dc.identifier.urihttps://hdl.handle.net/20.500.12440/1742
dc.description.abstractNowadays, non-destructive testing (NDT) methods such as electrical resistivity method plays important role in the evaluation and testing of civil engineering structures. The aim of the study is to give basic principles of electrical resistivity method and their limitations in the structural evaluation programme and provide information about agreed standards that obtained various concrete materials. For this reason, in this study, electrical resistivity method was used to determine that the quality of the concrete and reinforcement within the concrete situation and position. The five different cylindrical concrete models with the same dimension (15x30 cm) are prepared for this study. Iron pieces, sponges and rebar in different size are put into the concrete to determine the resistivity responses of the models. After that, the concrete models are incubated approximately 21 days in a tank filled with water for gaining strength. The resistivity measurements are carried out on each cylinder model in three profiles. On the cylinder models, Wenner and Dipole-Dipole arrays used to obtain data, and interpreted using 2D inversion programme (DC2dTree, developed by Thomas Günther).en_US
dc.language.isoengen_US
dc.publisherEAGE-Congress of Balkan Geophysical Societyen_US
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_US
dc.subjectNon-destructive testing (NDT)en_US
dc.subjectElectrical resistivity methoden_US
dc.subjectConcrete structuresen_US
dc.titleApplied of Electrical Resistivity Method on Concrete Structuresen_US
dc.typepresentationen_US
dc.relation.publicationcategoryBildirien_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Jeofizik Mühendisliği Bölümüen_US
dc.authorid0000-0002-5840-0352en_US
dc.contributor.institutionauthorAltundaş, Suna


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