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Capillarity of Concrete Incorporating Waste Ceramic Powder
Abstract
The durability of a concrete structure is directly related to its permeability. Capillary water absorption is a widely used test method to obtain information about the permeability properties of a concrete structure. This study focused on the relationship between the content of waste ceramic powder as a cement replacement material and the capillary water absorption capacity of concrete mixtures. Following this purpose, portland cement was substituted with waste ceramic powder in four different proportions of 0%, 10%, 20%, and 30%. The capillary water absorption amount of each concrete mixture was measured at the end of each 5, 10, 15, 30, 45 and 60 minutes period. From the test results, it was seen that the capillary water absorption decreased when the cement was replaced up to 10% with waste ceramic powder, while it increased at other replacement ratios of 20% and 30% compared to the control concrete. This is attributed to the fact that waste ceramic powder can exhibit better filling properties when replaced with cement up to 10% level to reduce the capillary pores of the concrete, increase the density and impermeability of the concrete microstructure, and restrict the free movement of water through the concrete.
Keywords
References
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Details
Primary Language
English
Subjects
Engineering
Journal Section
Research Article
Authors
Publication Date
June 1, 2022
Submission Date
February 24, 2022
Acceptance Date
March 22, 2022
Published in Issue
Year 2022 Volume: 10 Number: 1
APA
Tanyıldızı, M. (2022). Capillarity of Concrete Incorporating Waste Ceramic Powder. Mus Alparslan University Journal of Science, 10(1), 925-930. https://doi.org/10.18586/msufbd.1078690
AMA
1.Tanyıldızı M. Capillarity of Concrete Incorporating Waste Ceramic Powder. Mus Alparslan University Journal of Science. 2022;10(1):925-930. doi:10.18586/msufbd.1078690
Chicago
Tanyıldızı, Muhammed. 2022. “Capillarity of Concrete Incorporating Waste Ceramic Powder”. Mus Alparslan University Journal of Science 10 (1): 925-30. https://doi.org/10.18586/msufbd.1078690.
EndNote
Tanyıldızı M (June 1, 2022) Capillarity of Concrete Incorporating Waste Ceramic Powder. Mus Alparslan University Journal of Science 10 1 925–930.
IEEE
[1]M. Tanyıldızı, “Capillarity of Concrete Incorporating Waste Ceramic Powder”, Mus Alparslan University Journal of Science, vol. 10, no. 1, pp. 925–930, June 2022, doi: 10.18586/msufbd.1078690.
ISNAD
Tanyıldızı, Muhammed. “Capillarity of Concrete Incorporating Waste Ceramic Powder”. Mus Alparslan University Journal of Science 10/1 (June 1, 2022): 925-930. https://doi.org/10.18586/msufbd.1078690.
JAMA
1.Tanyıldızı M. Capillarity of Concrete Incorporating Waste Ceramic Powder. Mus Alparslan University Journal of Science. 2022;10:925–930.
MLA
Tanyıldızı, Muhammed. “Capillarity of Concrete Incorporating Waste Ceramic Powder”. Mus Alparslan University Journal of Science, vol. 10, no. 1, June 2022, pp. 925-30, doi:10.18586/msufbd.1078690.
Vancouver
1.Muhammed Tanyıldızı. Capillarity of Concrete Incorporating Waste Ceramic Powder. Mus Alparslan University Journal of Science. 2022 Jun. 1;10(1):925-30. doi:10.18586/msufbd.1078690
Cited By
Strength Values of a Soil Stabilized with Fly Ash, Lime, and Sea Water
Muş Alparslan Üniversitesi Fen Bilimleri Dergisi
https://doi.org/10.18586/msufbd.1365598