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Analysis of brick wall debris for reusing
Date
2021-01-01
Author
Üçer Erduran, Deniz
Demirel, Ismail Ozan
Elias Özkan, Soofia Tahira
Metadata
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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Although they are strong and durable, masonry walls face demolition due to various reasons. Current research presents the demolition process of a reinforced concrete building having hollow brick masonry infill walls, which was constructed during the 1990s in Cigdem District in Ankara as a cooperative mass housing project. The wall sections with horizontally perforated bricks that were accumulated on the plot as a result of the demolition pointed out that they can be suitable for a reusing project. Bricks, plaster, and mortar samples were tested under compression as well as initial shear strength tests on wall sections in a laboratory. Strength results and other physical parameters assessed stayed above the limiting values defined in the related standards. Therefore, it was concluded that obtained material is appropriate for reusing and a method was proposed for the proper integration.
URI
https://hdl.handle.net/11511/92458
Journal
JOURNAL OF THE FACULTY OF ENGINEERING AND ARCHITECTURE OF GAZI UNIVERSITY
DOI
https://doi.org/10.17341/gazimmfd.624512
Collections
Department of Architecture, Article
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D. Üçer Erduran, I. O. Demirel, and S. T. Elias Özkan, “Analysis of brick wall debris for reusing,”
JOURNAL OF THE FACULTY OF ENGINEERING AND ARCHITECTURE OF GAZI UNIVERSITY
, vol. 36, no. 4, pp. 1923–1938, 2021, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92458.