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Experimental Study on Rubberized Cement-Soil Resistance to Chlorine-Ion Permeation
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Experimental Study on Rubberized Cement-Soil Resistance to Chlorine-Ion Permeation

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Abstract:

Mixing abandoned tyre rubberized powder as filler into cement-soil to form rubberized cement-soil can improve physical mechanical properties of cement-soil. By the methods of natural immersion and chemical titration, the rubberized cement-soil resistance to chlorine-ion permeation was tested and measured. With rubber content increasing, the chlorine-ion content and the apparent diffusion coefficient gradually reduces. The effects of large rubber particle size are better than that of the small. The soluble chlorine-ion content decreases with the erosion depth increasing. In the same depth, as erosion solution concentration increases, the apparent diffusion coefficient increases manyfold. It deduces that rubberized cement-soil resistance to chlorine-ion permeation is superior to common cement-soil.

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Advances in Civil Engineering, CEBM 2011 View Preview

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

2786-2790

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.2786

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Cite this paper

Online since:

May 2011

Authors:

Feng Chi Wang, Qing Bing Li, Peng Fei Li

Keywords:

Chlorine-Ion, Permeability, Rubber Content, Rubberized Cement-Soil, Waste Tyre Rubber

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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