Technical Papers
Nov 15, 2013

New Pore Structure Assessment Methods for Cement Paste

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 2

Abstract

In this study, two new approaches for pore structure assessment of cement paste are investigated and compared with mercury intrusion porosimetry (MIP)-based methods. One is based on a status-oriented computer model; the other is based on fractal analysis on the impedance measured by a noncontact impedance measurement system. In the computer model, cement paste microstructure is simulated as a function of cement properties, water-to-cement ratio (w/c), and degree of hydration. With the simulated microstructure, large capillary pores are characterized by image processing. A model developed based on nitrogen adsorption results and physical rules is applied to predict the small capillary pore structure, as a complementation to cover the whole range of capillary pores. In the impedance measurement based approach, fractal dimensions corresponding to specific pore size ranges are determined from the fractal networks and the impedance responses of the material. Then the pore size distribution curves are deduced. The former approach is capable of providing much more realistic representation of the pore structure as compared with the traditional MIP method, while the latter is also considered as a promising method for pore structure assessment, especially in large pore size range.

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Acknowledgments

Financial support from the China Ministry of Science and Technology under 2009CB623200 and from Hong Kong RGC under 615810 are greatly acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 2February 2015

History

Received: Jun 3, 2013
Accepted: Nov 13, 2013
Published online: Nov 15, 2013
Discussion open until: Oct 30, 2014
Published in print: Feb 1, 2015

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Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China. E-mail: [email protected]
Shengwen Tang [email protected]
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China. E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China (corresponding author). E-mail: [email protected]

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