Shrinkage Cracking Resistance Property of Self-Compacting Concrete

Article Preview

Abstract:

Based on the project requirement of a nuclear power plant, using the method of free shrinkage test and ring cracking test, shrinkage cracking resistance property of grade C35 and C50 self-compacting concrete (SCC) with the optimized mix proportion was studied. The test results between SCC and ordinary vibrated concrete afforded by nuclear power plant project with the same grade were compared. The results indicated that the shrinkage cracking resistance property of SCC is prior to the ordinary vibrated concrete with the same strength grade. This kind of SCC can satisfy the nuclear power plant project, also the test results can be a reference of SCC design theory.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

383-387

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] P.L. Domone. Self-compacting concrete: An analysis of 11 years of case studies. Cement & Concrete Composites, 28 (2006),pp.197-208.

DOI: 10.1016/j.cemconcomp.2005.10.003

Google Scholar

[2] Zhuguo Li. State of workability design technology for fresh concrete in Japan. Cement and Concrete Research, 37 (2007),1308-1320.

DOI: 10.1016/j.cemconres.2007.05.001

Google Scholar

[3] L. D'Aloia Schwartzentruber, R. Le Roy, J. Cordin. Rheological behaviour of fresh cement pastes formulated from a Self Compacting Concrete (SCC). Cement and Concrete Research, 36 (2006) ,1203-1213.

DOI: 10.1016/j.cemconres.2004.10.036

Google Scholar

[4] Ling li Gong, Jin Nan guo, He Xiao yong, Jin Xian yu. New method of mix design for self-compacting concrete based on aggregate information. Journal of Zhejiang University, 44 (2010):826-830.(In Chinese)

Google Scholar