Permeability of Concrete Containing Air-Entraining and Mineral Admixtures

Article Preview

Abstract:

In this paper, the performance of concrete is studied through different water-cement ratio, different air-content, different mineral admixtures, different admixture contents, examined the mechanical properties of concrete, electric flux and chloride ion penetration depth of different mix concrete. The results show that, decreasing w/c ratio, proper air content, adding mineral admixtures can improve the resistance of chloride-permeation. Within some contents, the chloride-permeation resistance using silicides is better than that of fly-ash or slag. On this basis, the proper scheme of mix ratio used in saline area is recommended: the air-content is 3%~5%, the content of fly-ash or slag is 20%~30%, the content of silicides is 6%~8%, and double mixed with silicides.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

425-429

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Kunlin Ma, Youjun Xie, Guangcheng Long, et al. Resistance to chloride ion penetration of high performance concrete [J], Industrial Construction, 2006, Volume 36, No. 11:90-93.

Google Scholar

[2] Hui-sheng Shi, Tao Shi, Baochun Chen, et al. Slag reactive powder concrete resistance to chloride ion penetration of [J], Journal of Tongji University (Natural Science), 2006, p.34, No. 1:93-96.

Google Scholar

[3] Haijie Zhang, Guojun Ke, Hongtao Yue.Durability of fly ash concrete [J], Science and Technology of Overseas Building Materials, 2006 Vol 27 No. 1:29-34.

Google Scholar

[4] GBJ82-85, general long-term performance and durability of concrete test method [S].

Google Scholar

[5] JTG E30-2005, cement and cement concrete highway test procedures [S].

Google Scholar

[6] Fanhui Chen, Desi Zhang, Mianzhang Zhu, et al. Composite mineral admixtures of high performance concrete [J]. Huazhong University of Science and Technology (Natural Science), 2005, p.33, No. 4:90-92.

Google Scholar

[7] Wee T H, Wong S F, S w addivudhi pong S, et al. A prediction method for long-term chloride concentration profiles in hardened cement matrix materials [J]. AC I Materials Journal, 1997, 94 (6):565-576.

DOI: 10.14359/341

Google Scholar

[8] Jianxiong Ye, Xiaozheng Li, Jiaqing Liao, et al. Mineral admixture on chloride penetration and diffusion of research [J], Chongqing Architecture University, Vol 27 No. 3, June 2005 :89-92.

Google Scholar

[9] Jusong Zhang, Bing Deng, Lihong Ju, and so on. Mineral admixture concrete chloride ion diffusion coefficient of the early tests [J]. Journal of Shenyang University (Natural Science, March 2009, Volume 25 No. 2:312 -315.

Google Scholar

[10] Youjun Xie, Baoju Liu, Wei Liu. Mineral admixtures on high performance concrete resistance to chloride ion penetration of [J], Railway Science and Engineering, 2004, 1 (2):46-51.

Google Scholar