The Parameter Assessment for GHPC Performance of Anti-Sulfate Erosion

Abstract:

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After the assessment targets on concrete performance of anti-sulfate erosion were optimum designed rationally to be assessment parameters, the course on performance deterioration of concrete was characterized using designed assessment parameters. The results show that, every performance deterioration degree of concrete can be compared on the same coordination axis by assessment parameters. The assessment parameters were applicable the same determination criterion, and the determination principle is simple and convenient. The comparing the deterioration course and sensitivity degree of concrete performance is much easy. It is better to judge concrete performance state that the GHPC performance of anti-sulfate erosion has been assessed with assessment parameter designed in the paper.

Info:

Periodical:

Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

3495-3499

DOI:

10.4028/www.scientific.net/AMM.71-78.3495

Citation:

H. X. Qiao et al., "The Parameter Assessment for GHPC Performance of Anti-Sulfate Erosion", Applied Mechanics and Materials, Vols. 71-78, pp. 3495-3499, 2011

Online since:

July 2011

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Price:

$38.00

[1] Qiao Hongxia, Doctor paper, Lanzhou university of technology, Lanzhou , (2007).

[2] Yu Hongfa, Sun Wei, Qu Wu, etc, Concrete and Cement Products, 2003, 129: 23~24.

[3] Parrott L J, Materials and Structrues, 1996, 29(4): 164-173.

[4] Xie Yongjiang, Zhong Xinhua, etc, Science of China Railway, 2003. 24(1): 108-112.

[5] Gao Lixiong, Doctor paper, China Building Materials Academy, Beijing, (2005).

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