Permeability of Lightweight Aggregate Concrete with Mineral Admixture

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This paper presents an experimental study on the permeability and the pore structure of lightweight concrete with fly ash, zeolite powder, or silica fume, in comparison to that of normal weight aggregate concrete. The results showed that the mineral admixtures can improve the anti-permeability performance of lightweight aggregate concrete, and mixed with compound mineral admixtures further more. The resistance to chloride-ion permeability of light weight concrete was higher than that of At the same strength grade, the anti-permeability performance of lightweight aggregate concrete is better than that of normal weight aggregate concrete. The anti-permeability performance of LC40 was similar to that of C60. Mineral admixtures can obviously improve the pore structure of lightweight aggregate concrete, the total porosity reduced while the pore size decreased.

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105-109

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Qiang Ma, Gaifei Peng, YongJiang Xie, et al. Effect of silica fume and fly ash on properties of high performance concrete for Qing-Zang railway construction, Concrete. 173 (2004) 45-48.

Google Scholar

[2] Xiangdong Gao, Xinyou Wang, Strength and resistance to chloride ion erosion of high performance mortar and concrete double mixed with fly ash and slag, High Strength High Performance Concrete in the Fourth Session of Seminar Corpus. Beijing, 2001, 309-315.

DOI: 10.14359/5565

Google Scholar

[3] Jie Fu, Application properties of high strength lightweight aggregate concrete mixed with admixtures, China High Technology Enterprises. 136 (2010) 148-149.

Google Scholar

[4] Juanhong LIU, Shaomin Song, Effects of fly ash and blast furnace slag on resistance of permeability and freezing of high strength lightweight aggregate concrete, Journal of the Chinese Ceramic Society. 33 (2005) 528-532.

Google Scholar

[5] T. Y. Lo, H.Z. Cui, Z. G. Li, Influence of aggregate pre-wetting and fly ash on mechanical properties of lightweight concrete, Waste Management. 24 (2004) 333-338.

DOI: 10.1016/j.wasman.2003.06.003

Google Scholar

[6] K. S. Chia, M. H. Zhang, Water permeability and chloride penetrability of high strength lightweight aggregate concrete, Cement and Concrete Research. 32 (2002) 639-645.

DOI: 10.1016/s0008-8846(01)00738-4

Google Scholar

[7] T. C. Holland, Some thoughts on silica fume and high performance concrete, Concrete. 179 (2004) 10-12.

Google Scholar

[8] Shunzeng Zhao, Li Liu, Yajin Yang, Experimental study of the durability of the high performance light aggregate concrete, Burability Research and Engineering Application of New- type High Performance Concrete, . China Building Materials Press, Beijing, 2004, pp.484-488.

Google Scholar

[9] Zhenghong Yang, Gas permeability of lightweight aggregate concrete, Burability Research and Engineering Application of New- type High Performance Concrete, . China Building Materials Industry Press, Beijing, 2004, pp.538-543.

Google Scholar

[10] Cuiling Li, Xinying Lu, Haixia Zhang, Rapid test method for determining chloride diffusivities in cementitious materials, Industrial Construction. 28 (1998) 41-43.

Google Scholar

[11] Weiliang Jin, Yuxi Zhao, Durability of Concrete Structure. Science press, Beijing, 2002, p.72.

Google Scholar

[12] Shiyuan Huang, Jiafen Jiang, Nanru Yang, Modem Concrete Technology, Shanxi Scientific and Technological Press, Xian, 1998, p.82.

Google Scholar

[13] Hongmei Hu, Baoguo Ma, Experiment study on mineral functional materials in improving chloride ion penetration of concrete, Concrete. 172 (2004) 15-20.

Google Scholar