Experiment of Different Admixtures on Antifreeze of Vegetation-Growing

Article Preview

Abstract:

Referring to the method of antifreeze on concrete, the experimentation analyses the antifreeze effect of vegetation-growing concrete caused by palm fiber, silicon powder and surfactant through the evaluation of the vibration frequency and mass changes in the process of freeze - thaw cycles. The results show that palm fiber and silicon powder can improve the antifreeze of vegetation-growing concrete effectively, while surfactant plays a negative role as its amount is above a certain value among the three kinds of admixtures, the palm fiber is the best admixture to improve the antifreeze of vegetation-growing concrete, and the optimal amount is about 1% of the planting raw soil by dry weight. In this case, the antifreeze of vegetation-growing concrete can be increased at least 50%.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

428-432

Citation:

Online since:

February 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] W.N. Xu, Z.Y. Xia, M.T. Zhou, et al. Theory and practice on ecological slope protection technology of vegetation-growing concrete [M]. China Water Conservancy and Electricity Press, (2012).

Google Scholar

[2] National Standards of the People's Republic of China. Standard for test methods of long-term performance and durability of ordinary concrete (GB/T50082-2009)[S]. Beijing: Guangming Daily Press, (2009).

Google Scholar

[3] National Standards of the People's Republic of China. Standard for soil test method (GB/T50123-2002) , [S]. Beijing: China Water Power Press, (2002).

Google Scholar

[4] Y.H. Mu, W. Ma, G.Y. Li, et al. Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess [J]. Chinese Journal of Geotechnical Engineering,2011, 33(12): 1919-(1925).

Google Scholar

[5] WEBSTER R. Statistics to support soil research and their presentation[J]. European Journal of Soil Science,2001,52:331-340.

Google Scholar

[6] Q. Su, D.J. Tang, S. Liu. Test on physic-mechanical properties of Qinghai—Tibet slope clay under freezing-thawing cycles [J]. Chinese Journal of Rock Mechanics and Engineering,2008, 27(S1): 2990-2994.

Google Scholar

[7] H. Xu. Study on the material of ecological protection slope in the high-cold and high-elevation area and its application in the abrupt rock slope [D]. Chengdu: Chengdu University of Technology, (2006).

Google Scholar