Development of Composite Antifreeze to Ecological Slope Protection Substrate

Huan Hu; Ming Tao Zhou; Xu Dong Hu

doi:10.4028/www.scientific.net/AMR.827.355

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 827Development of Composite Antifreeze to Ecological...

Development of Composite Antifreeze to Ecological Slope Protection Substrate

Abstract:

Referring to the antifreeze improved test of cement-soil and combining with its own characteristics and functions of the ecological slope protection material, the paper selects palm fiber, silicon powder and surface active agent as the antifreeze raw materials to the ecological slope protection substrate. Based on the method of antifreeze on concrete, through the evaluation of relative dynamic elastic modulus and mass loss rates in the process of freeze-thaw cycles, the results show that the best composite antifreeze to improve the frost resistance property of the ecological slope protection substrate is that palm fiber: silicon powder: surface active agent=1:3:0.05. While the additive amount reaches 1.5% by weight of the dry ecological slope protection substrate, the best effect will be obtained.

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Periodical:

Advanced Materials Research (Volume 827)

Pages:

355-359

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.827.355

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Online since:

October 2013

Authors:

Huan Hu, Ming Tao Zhou, Xu Dong Hu

Keywords:

Ecological Slope Protection Substrate, Mass Loss Rate, Relative Dynamic Elastic Modulus

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References

[1] Xu Wennian, Xia, Zhenyao, Zhou Mingtao, etc. Theory and practice of ecological slope protection technology of vegetation-growing concrete [M]. China Water Conservancy and Hydropower Press, (2012).

Google Scholar

[2] Li Ying, Yang Jianrong. Introduction and prospect for ecological slope protection technology[J]. Environmental Engineering, 2010, 28(S1): 428-433.

Google Scholar

[3] Li Ying, Yang Jianrong. Introduction and prospect for ecological slope protection technology[J]. Environmental Engineering, 2010, 28(S1): 428-433.

Google Scholar

[4] Zhou Liping, Shen Xiangdong, Baizhong-qiang. Experimental study on the strength of cement soil impacted by them ixed agent under the cycling of freeze-thaw [J]. Yangtze River, 2008，39(24): 73-76.

Google Scholar

[5] Karina S R，Havana V G. Compressive strength of cement stabilized fly ash-soil mixtures [J]. Cement and Concrete Research, 1999 (29): 673-677.

DOI: 10.1016/s0008-8846(99)00018-6

Google Scholar

[6] Ministry of Housing and Urban-Rural Development of the People's Republic of china. Standard for test methods of long-term performance and durability of ordinary concrete [S]. China Architecture and Building Press, (2009).

Google Scholar