Research Article | OPEN ACCESS
Experimental Study on Superfine Sand Concrete Mixed by Double Mixing Technology
Yuqing Zhao
North China University of Water Source and Electric Power, Zhengzhou 450011, China
Research Journal of Applied Sciences, Engineering and Technology 2013 9:1649-1652
Received: January 03, 2013 | Accepted: January 31, 2013 | Published: July 15, 2013
Abstract
Traditional concept thought that medium sand and fine sand can be used to mix concrete, superfine sand can not used to mix concrete. This makes the source of superfine sand limited. With the shortage of medium sand and fine sand, it is imperative to exploit the resource of superfine sand. Superfine sand concrete is mixed by means of Double-doped Technology-ultra-fine fly ash and super plasticizer. Primary factor influencing superfine sand concrete strength is studied by orthogonal test, the optimal mixture ratio is found. The results indicated that the primary factors are water-binder ratio and sand ratio. At the same time, the workability and strength of superfine sand concrete mixed by optimal mixture ratio can satisfy the quality request of general engineering. It is proved that the double-doped technology is feasible, which can be used to conduct engineering construction.
Keywords:
Double mixing technology, orthogonal design, super plasticizer, superfine sand concrete, ultra-fine Fly ash,
Competing interests
The authors have no competing interests.
Open Access Policy
This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Copyright
The authors have no competing interests.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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