A Novel Method for Monitoring Hydration Process of Cement Paste Material

Article Preview

Abstract:

A new measurement system is developed to monitor the early hydration of cementitious materials based on measured dielectric properties of the material in low electromagnetic frequency range. The objectives of this paper were to evaluate the changes in the electromagnetic properties for samples with different fly ash content and to establish the reliability of the measurement technique by comparing with results obtained by traditional method such as thermal method that is either time consuming or impractical. The method adopted in the present experimental work is a parallel plate electrode system (PPES). The suggested monitoring device for concrete hydration and strength development is based on the relationship between the electromagnetic properties such as dielectric constant, loss factor and the strength development during hydration process and curing time. In this research the electromagnetic properties of concrete is found to be dependent on the hydration and strength of concrete. Therefore the development of microstructure and concrete compressive strength can be determined by monitoring its electromagnetic properties in the frequency range of 1 to 100 kHz.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

333-338

Citation:

Online since:

June 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] K. van Bruegel, Hydration of Cement-Based Systems: Aspects of Hydration of Cement-based Systems and Possibilities to Quantify the Evolution of Hydration Processes, IPACS, Report BE 96-3843(2001): 17-6, Sweden.

Google Scholar

[2] J. Zhang, L. Qin, Z.J. Li, Hydration monitoring of cement-based materials with resistivity and ultrasonic methods, Mater. Structure and materials, 42 (1) (2009): 15–24.

DOI: 10.1617/s11527-008-9363-0

Google Scholar

[3] P. Antonaci, C.L.E. Bruno, A.S. Gliozzi, M. Scalerandi, Monitoring evolution of compressive damage in concrete with linear and nonlinear ultrasonic methods, Cement and Concrete Researches, 40 (7) (2010): 1106–1113.

DOI: 10.1016/j.cemconres.2010.02.017

Google Scholar

[4] T. Gudra, B. Stawiski, Non-destructive strength characterization of concrete using surface waves, NDT&E International, 33 (1) (2000): 1–6.

DOI: 10.1016/s0963-8695(99)00028-6

Google Scholar

[5] G. Trtnik, F. Kavcic, G. Turk, Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks, Ultrasonics, 49 (1) (2009): 53–60.

DOI: 10.1016/j.ultras.2008.05.001

Google Scholar

[6] T.T. Wu, J.S. Fang, G.Y. Liu, M.K. Kuo, Determination of elastic constants of a concrete specimen using transient elastic waves, Journal of Acoustic Society of America, 98 (4) (1995): 2142–2148.

DOI: 10.1121/1.413328

Google Scholar

[7] M. Kraus, K. Hariri, Determination of initial degree of hydration for improvement of early-age properties of concrete using ultrasonic wave propagation, Cement and Concrete Composites, 28 (4) (2006): 299–306.

DOI: 10.1016/j.cemconcomp.2006.02.007

Google Scholar

[8] H.W. Reinhardt, C.U. Grosse, Continuous monitoring of setting and hardening of mortar and concrete, Construction and Buildimg Material, 18 (3) (2004): 145–154.

DOI: 10.1016/j.conbuildmat.2003.10.002

Google Scholar

[9] S. Uchida, T. Kamada, K. Rokugo, Non-destructive testing for evaluation of physical properties in fresh cementitious materials using elastic-wave method, Advanced Testing of Fresh Cementitious Materials (Stuttgart) (Berlin: DGZfP), (2006) 131–138.

Google Scholar

[10] J. Zhang, E.A. Weissinger, S. Peerhamparan, G.W. Scherer, Early hydration and setting of oil well cement, Cement and Concrete Researches, 40 (7) (2010): 1023–1033.

DOI: 10.1016/j.cemconres.2010.03.014

Google Scholar

[11] K. V. Breugel, Hydration of cement based systems, Luleå University of Technology, Department of Civil and Mining Engineering, Division of Structural Engineering (2001), Sweden.

Google Scholar

[12] J. H. Bungey, M. R. Shaw, M. N. Millard, B. A. Austin, The influence of concrete composition upon radar test results. Insight, 39(7) (1997): 474-8.

Google Scholar