Hybrid fiber reinforced self-compacting concrete with a high-volume coarse fly ash

Date

2007-01-01

Author

Sahmaran, Mustafa
Yaman, İsmail Özgür

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This paper presents a study on the fresh and mechanical properties of a fiber reinforced self-compacting concrete incorporating high-volume fly ash that does not meet the fineness requirements of ASTM C 618. A polycarboxylic-based superplasticizer was used in combination with a viscosity modifying admixture. In mixtures containing fly ash, 50% of cement by weight was replaced with fly ash. Two different types of steel fibers were used in combination, keeping the total fiber content constant at 60 kg/m(3). Slump flow time and diameter, V-funnel, and air content were performed to assess the fresh properties of the concrete. Compressive strength, splitting tensile strength, and ultrasonic pulse velocity of the concrete were determined for the hardened properties. The results indicated that high-volume coarse fly ash can be used to produce fiber reinforced self-compacting concrete, even though there is some reduction in the concrete strength because of the use of high-volume coarse fly ash.

Subject Keywords

General Materials Science, Civil and Structural Engineering, Building and Construction

URI

https://hdl.handle.net/11511/42123

Journal

CONSTRUCTION AND BUILDING MATERIALS

DOI

https://doi.org/10.1016/j.conbuildmat.2005.06.032

Collections

Department of Civil Engineering, Article

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Citation Formats

M. Sahmaran and İ. Ö. Yaman, “Hybrid fiber reinforced self-compacting concrete with a high-volume coarse fly ash,” CONSTRUCTION AND BUILDING MATERIALS, pp. 150–156, 2007, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/42123.