A New Method of Mix Proportion Design of Ordinary Concrete - Data Analysis Method

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Abstract:

In the paper, through analyzing large quantity of concrete mix proportions, a law existing in all concrete with different mix proportions and good workability is found, i.e., the volume ratios of sands to binder linearly increase with the increase of the volume ratios of water to binder. Meantime a table of the mass ratios of sands to sands and gravels is given based on numerous concrete mix proportions. According to the table and the linear equation between the volume ratios of sands to binder and the volume ratios of water to binder, a new method of mix proportion design of ordinary concrete - data analysis method is proposed.

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370-374

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chinese Standard JGJ55-2000: Specification for mix proportion design of ordinary concrete(Chinese Standard ,China 2001).

Google Scholar

[2] ACI Standard 211.1: Standard practice for selecting proportions for normal, heavyweight, and mass concrete(ACI Manual of Concrete Practice, America 1996).

DOI: 10.14359/11666

Google Scholar

[3] Tao Ji, Tingwei Lin and Xujian Lin: Cement and Concrete Research Vol.36 (2006), pp.1399-1408

Google Scholar

[4] Zhu Xiaorong, Sun Jicheng and Li Qian: The Practical Manual for Mix Proportion of Multi-component Concrete(China Chemical Industry Press, China 2009).

Google Scholar

[5] Joo-Ha Lee, Young-Soo Yoon and M.ASCE: Journal of computing in civil engineering. Vol.23(2009), pp.57-61.

Google Scholar

[6] Chen Jiankui and Wang Dongmin: Journal of the Chinese ceramic society. Vol.28 (2000), pp.194-198. In Chinese.

Google Scholar

[7] Yang Shaolin, Tian Jiacai and Tian Li: New Edition of the Practical Manual for Concrete Mix Proportion(China Building Industry Press, China 2002).

Google Scholar