Influence of Different Curing Conditions on Shrinkage of Concrete

Article Preview

Abstract:

Experiments for studying the shrinkage of concrete cured under three conditions were designed, and the impact of different curing conditions on the 28-day shrinkage and 180-day long-term shrinkage of concrete was researched. The results are as follows: There are significant influences of different curing conditions on shrinkage of concrete; The variation rule of 28-day shrinkage of concrete is consistent with that of 180-day shrinkage of concrete, the shrinkage of the concrete cured under standard condition is less than that cured under indoor natural condition, and larger than that cured under totally enclosed condition; In addition to mixing polypropylene fiber and expansive agents to optimize the proportions of concrete mix in the manufacturing process of concrete, adequate curing, after placing, is quite necessary for effectively controlling the shrinkage development of concrete, reducing the risk of concrete cracking and improving the quality of concrete structure.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

36-41

Citation:

Online since:

November 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H.M. Ai and X.J. Bai: Ready-mixed Concrete (2010) No. 10, P. 19(In Chinese).

Google Scholar

[2] J.X. Liu, Z.Q. Li and R.X. Zhang: Concrete (2007) No. 2, p.35(In Chinese).

Google Scholar

[3] M. Yang, S.Q. Zhou, Y.J. Li and J. Yi: Concrete (2001) No. 7, p.34(In Chinese).

Google Scholar

[4] Y.Q. Zhang, N.Z. Li and Z.M. Qin: Construction Technology (2000) No. 12, p.24(In Chinese).

Google Scholar

[5] D.K. Ye:. ShanxiArchitecture Vol 31 (2005) No. 15, p.142(In Chinese).

Google Scholar

[6] M. Collepardi, A. Borsoi, S. Collepardi, J.J.O. Olagot and R. Troli: Cement & Concrete Composites Vol 27 (2005),P. 704.

DOI: 10.1016/j.cemconcomp.2004.09.020

Google Scholar

[7] K.W. Song, B. Huang and Z.K. Li: Shanxi Architecture Vol 35 (2009) No. 13, p.155(In Chinese).

Google Scholar

[8] M. Maslehuddin, M. Ibrahim, M. Shameem, M.R. Ali and M.H. Al-Mehthel; Constructionan Building Materials Vol 41 (2013), p.634.

DOI: 10.1016/j.conbuildmat.2012.12.064

Google Scholar

[9] F. Geng, C.X. Qian and J.P. Fan: China Concrete and Cement Products (2003) No. 5, P. 33(In Chinese).

Google Scholar

[10] J.G. Dai, M. Liu and C.K. Huang: Journal of Shengyang Arch. And Civ. Eng. Inst Vol 16 (2000)No. 3, p.195(In Chinese).

Google Scholar

[11] Z.C. Xue and L. Li: Journal of Building Materials Vol 14 (2000) No. 1, p.195(In Chinese).

Google Scholar

[12] J.G. Dai and C.K. Huang: China Concrete and Cement Products (1999) No. 4, P. 35(In Chinese).

Google Scholar

[13] Q.S. Mao, G.P. Liu and L. Li: Building Construction Vol 31 (2009) No. 2, p.118(In Chinese).

Google Scholar

[14] X. Li: China Science & Technology Overview (2013) No. 6, P. 132(In Chinese).

Google Scholar

[15] C.W. Miao, J.Z. Liu and Q. Tian: Engineering Science Vol 15 (2013) No. 4, p.30 (In Chinese).

Google Scholar

[16] M. Dai, X. Yuan and G.J. Ke: Silicon Valley (2010) No. 4, p.86(In Chinese).

Google Scholar