Study on the Anti-Spalling Performance of Concrete Pavement in Cold Area

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Abstract:

In accordance with the spalling of concrete pavement in cold area, this paper puts forward a concrete proportion after making plenty of experiments, which is carried out by adding flyash, silicon powder, air entraining and water reducing admixture with different contents and proportions to normal concrete, using flexure strength, compression strength, impermeability and frost resistance as evaluating indicators. The concrete proportion reaches high flexure strength and compression strength, good impermeability and frost resistance. According to the experimental results and economic analysis, it is shown that the concrete proportion can effectively reduce spalling of concrete pavement. Therefore, it has good use value and it is promising with a good prospect of application.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4297-4301

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Lin JING, Baolong ZHANG and Liquan WANG: Shanxi Architecture Vol. 31 (2005), pp.202-203. In Chinese.

Google Scholar

[2] Dongpo HE, Yingjie HU: Highway (2010). In Chinese.

Google Scholar

[3] The Ministry of Water Resources of the People's Republic of China: Technical code for application of flyash concrete(GB146-90) (Standards Press of China, China 1991). In Chinese.

Google Scholar

[4] China Academy of Building Research: Technical specification for flyash using in concrete and mortar(JGJ28-86) (China Arichiteture & Building Press, China 1988), In Chinese.

Google Scholar

[5] Yang LIU: Liaoning Communication Science and Technology (2004). In Chinese.

Google Scholar