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HomeKey Engineering MaterialsKey Engineering Materials Vol. 789Numerical Analysis of Mix Proportion of...

Numerical Analysis of Mix Proportion of Self-Compacting Concrete Compared to Ordinary Concrete

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Abstract:

Steel fiber reinforced concrete (SFRC) is developed traditionally from ordinary concreteadmixed with randomly distributed steel fibers. The matrix of SFRC is always formed by adjustingthe mix proportion used for the ordinary concrete, which plays the role of controlling the properties ofSFRC. In this paper, the mix proportion of self-compacting concrete (SCC) compared with vibrationcompacted concrete (VCC) is statistically analyzed. A predictive formula for water-binder ratio isproposed in relation to the designed compressive strength of SCC and the cement strength affected bymineral admixtures. It is expected to provide reference for the mix proportion design for flowing andhigh-flowing SFRC.

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Periodical:

Key Engineering Materials (Volume 789)

Pages:

69-75

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.789.69

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Online since:

November 2018

Authors:

Ming Lei Zhao*, Xin Xin Ding, Jie Li, David W. Law

Keywords:

Compressive Strength, Mix Proportion, Ordinary Concrete, Self-Compacting Concrete (SCC), Steel Fiber Reinforced Concrete (SFRC), Water-Binder Ratio

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© 2018 Trans Tech Publications Ltd. All Rights Reserved

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