Experimental Research on Influences on Mechanical Property of C50 Waterproof Concrete by Basalt Fiber

Article Preview

Abstract:

The experiment discussed influences of basalt fiber with different adulterate amount to the compressive and fracture resistance properties of waterproof concrete C50. We also made comparison between experimental results and mechanical property of polypropylene fiber waterproof concrete. The experimental results demonstrated that the brittle failure character of waterproof concrete has been improved to some extent, and the compressive and fracture resistance strength of the test specimen has increased apparently after adulterating basalt fiber and polypropylene fiber. Furthermore, it is mainly unanimous of the influence regular patterns of basalt fiber and polypropylene fiber to waterproof concrete when adulterating the same amount.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 834-836)

Pages:

755-761

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Chaohua Jiang, Aimin Wang, Wei Zhang and Da Chen. Port & Waterway Engineering, Vol. 31 (2008), p.29.

Google Scholar

[2] Zhonghua Zhao, Xiaobo Liu, Xinyue Hou and Yaohui Ma. Construction Technology under Low Temperature, Vol. 33 (2011), p.5.

Google Scholar

[3] Junyong He, Xiaoqing Huang and Chengyu Tian. China Concrete and Cement Products, Vol. 38 (2011), p.36.

Google Scholar

[4] Chunmei Long. Road Traffic Science and Technology, Vol. 28 (2011), p.111.

Google Scholar

[5] Junhong Shan, Mingkai Zhou and Beixing Li. Hi-Tech Fiber & Application, Vol. 29 (2004), p.20.

Google Scholar

[6] GB/T50081-2002 Mechanical Property Test Method Standard of Normal Concrete [s]. Beijing, (2003).

Google Scholar