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The Usage of Perlitic Pumice from Izmir-Menderes (Turkey) in the Production of Low-Strength Lightweight Concrete

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dc.creator Ceylan, Hakan
dc.creator Sarac, S.
dc.date 2017-08-31T21:00:00Z
dc.date.accessioned 2020-10-06T09:36:18Z
dc.date.available 2020-10-06T09:36:18Z
dc.identifier 2c21c702-c7e0-484a-9b9c-1fe6f70a5d54
dc.identifier 10.12693/aphyspola.132.667
dc.identifier https://avesis.sdu.edu.tr/publication/details/2c21c702-c7e0-484a-9b9c-1fe6f70a5d54/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/56268
dc.description Lightweight aggregates, used to produce cavity blocks in the construction sector, vary according to their technical properties and thus, technical analyses should be performed on lightweight aggregate specimens. Lightweight aggregates, like pumice, are widely employed for the production of construction elements, used as light masonry units. In literature there are studies related to applications of various lightweight aggregates, such as volcanic slag, ignimbrite and expanded clay, in addition to pumice, to produce porous cavity blocks. This study investigates the usability of perlitic pumice formations, present around Menderes, Izmir (Turkey), as lightweight aggregate. Many experiments were conducted to investigate this possibility and to determine the optimum mixing ratios of aggregate. Based on the results, for 10% of cement by volume, the optimum aggregate mixing ratio was 40% 0-4 mm and 60% 4-8 mm.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title The Usage of Perlitic Pumice from Izmir-Menderes (Turkey) in the Production of Low-Strength Lightweight Concrete
dc.type info:eu-repo/semantics/article


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