TECHNICAL PAPERS
May 1, 2007

Determination of Concrete Setting Time Using Electrical Resistivity Measurement

Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 5

Abstract

The hydration process of fresh concretes with different proportions was studied using electrical resistivity measurement. The minimum point (Pm) and the transition point (Pt) were identified on the electrical resistivity development curves. The time tm at which Pm occurred, represented the time when the curve dropped to a minimum and before increasing as a result of the onset of hydration. The time tt at which Pt occurred, marked the time when the kinetics of hydration transition changed from the setting to the hardening stage. To evaluate the significance of tm and tt in terms of the setting process, they were compared to the initial setting time (ti) and final setting time (tf) measured with the traditional penetration resistance method. The quantitative relationships between the setting time of concrete and the electrical resistivity critical points were developed. The equations can be used to estimate the setting times of concrete as an alternative method.

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Acknowledgments

The support from the Grants of UNSPECIFIEDHKUST 6272/03E and NSFC50578142 is gratefully acknowledged.

References

ASTM. (1995). “Standard test method for time of setting of concrete mixtures by penetration resistance.” C 403, Philadelphia.
Gu, P., and Beaudoin, J. J. (1997). “Dielectric behaviour of hardened cementitious materials.” Adv. Cem. Res., 33(9), 1–8.
Gu, P., Xie, P., Beaudoin, J. J., and Jolicoeur, C. (1994a). “Investigation of the retarding effect of superplasticizers on cement hydration by impedance spectroscopy and other methods.” Cem. Concr. Res., 24(3), 433–442.
Gu, P., Xie, P., Fu, Y., and Beaudoin, J. J. (1994b). “A. C impedance phenomena in hydrating cement systems: Frequency dispersion angle and pore size distribution.” Cem. Concr. Res., 24(1), 86–89.
Hewlett, P. C. (1998). Lea’s chemistry of cement and concrete, 4th Ed., Arnold, London.
Lee, H. K., Lee, K. M., Kim, Y. H., Yim, H., and Bae, D. B. (2004). “Ultrasonic in-situ monitoring of setting process of high-performance concrete.” Cem. Concr. Res., 34(4), 631–640.
Li, Z., Wei, X., and Li, W. (2003). “Preliminary interpretation of Portland cement hydration process using resistivity measurements.” ACI Mater. J., 100(3), 253–257.
McCarter, W. J., Chrisp, T. M., Starrs, G., and Blewett, J. (2003). “Characterization and monitoring of cement-based systems using intrinsic electrical property measurements.” Cem. Concr. Res., 33(2), 197–206.
Michelsen, S. (1933). “Beitrag zur bindezeit bsestimmung.” Zement, 22(3), 457–461.
Mindess, S., Young, J. F., and Darwin, D. (2003). Concrete, 2nd Ed., Prentice-Hall, Upper Saddle River, N.J.
Ozturk, T., Rapoport, J., Popovics, J. S., and Shah, S. P. (1999). “Monitoring the setting and hardening of cement-based materials with ultrasound.” Concr. Sci. Eng., 1(2), 83–91.
Pessiki, S. P., and Carino, N. J. (1988). “Setting time and strength of concrete using the impact-echo method.” ACI Mater. J., 85, 389–399.
Subramaniam, K. V., Lee, J., and Christensen, B. J. (2005). “Monitoring the setting behavior of cementitious materials using one-sided ultrasonic measurement.” Cem. Concr. Res., 35(5), 850–857.
Torrents, J. M., Roncero, J., and Gettu, R. (1998). “Utilization of impedance spectroscopy for studying the retardation effect of a superplasticizer on the setting of cement.” Cem. Concr. Res., 28(9), 1325–1333.
Tumidajski, P. J. (2005). “Relationship between resistivity, diffusivity and microstructural descriptors for mortars with silica fume.” Cem. Concr. Res., 35(7), 1262–1268.
Voigt, T., Ye, G., Sun, Z., Shah, S. P., and Van Breugel, K. (2005). “Early age microstructure of Portland cement mortar investigated by ultrasonic shear waves and numerical simulation.” Cem. Concr. Res., 35(5), 858–866.
Wei, X., and Li, Z. (2005). “Study on hydration of Portland cement with fly ash using electrical measurement.” Mater. Struct., 38(277), 411–417.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 19Issue 5May 2007
Pages: 423 - 427

History

Received: Sep 13, 2005
Accepted: Mar 28, 2006
Published online: May 1, 2007
Published in print: May 2007

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Notes

Note. Associate Editor: Carl Liu

Authors

Affiliations

Professor, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]
Lianzhen Xiao, Ph.D. [email protected]
Visiting Scholar, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]
Xiaosheng Wei [email protected]
Associate Professor, Dept. of Civil Engineering, Huazhong Univ. of Science and Technology, 1037 Luoyu Rd., Wuhan, 430074, China. E-mail: [email protected]

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