TECHNICAL PAPERS
Feb 1, 2008

Rheology of Cement Paste: Role of Excess Water to Solid Surface Area Ratio

Publication: Journal of Materials in Civil Engineering
Volume 20, Issue 2

Abstract

Although many attempts have been made in previous research to identify the various parameters governing the rheology of cement paste, there has been little progress in evaluating the combined effects of these parameters. In this paper, a new parameter, the excess water to solid surface area ratio, is proposed to evaluate the combined effects of water content, packing density, and solid surface area on the rheological properties of cement paste. For the purpose of determining the value of this new parameter, a new wet packing method has been developed to measure the packing density of cementitious materials so that the voids content of the cementitious materials and the amount of excess water in the cement paste can be quantified. A number of cement paste samples containing different proportions of cement, pulverized fuel ash and condensed silica fume, and different water contents have been tested and their rheological properties, as measured by a rheometer, correlated to the new parameter. The correlation revealed that the excess water to solid surface area ratio, which serves as an indicative measure of the average water film thickness, is the single most important factor governing the rheology of cement paste.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The work described in this paper was fully supported by a grant from the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. UNSPECIFIEDHKU 7139/05E).

References

BSI. (1995a). “Methods of testing cement. Parts 1–3.” BS EN 196, British Standards Institution, London, U.K.
BSI. (1995b). “Testing of aggregates. Part 2: Method of determination of density.” BS 812, British Standards Institution, London, U.K.
Claisse, P. A., Lorimer, P., and Al. Omari, M. (2001). “Workability of cement pastes.” ACI Mater. J., 98(6), 476–482.
Cyr, M., Legrand, C., and Mouret, M. (2000). “Study of the shear thickening effect of superplasticizers on the rheological behaviour of cement pastes containing or not mineral additives.” Cem. Concr. Res., 30(9), 1477–1483.
Ferraris, C. F., Obla, K. H., and Hill, R. (2001). “The influence of mineral admixtures on the rheology of cement paste and concrete.” Cem. Concr. Res., 31(2), 245–255.
Jones, M. R., Zheng, L., and Newlands, M. D. (2003). “Estimation of the filler content required to minimize voids ratio in concrete.” Mag. Concrete Res., 55(2), 193–202.
Kennedy, C. T. (1940). “The design of concrete mixes.” Proc., American Concrete Institute, Vol. 36, 373–400.
Kwan, A. K. H., and Mora, C. F. (2001). “Effects of various shape parameters on packing of aggregate particles.” Mag. Concrete Res., 53(2), 91–100.
Lange, F., Mörtel, H., and Rudert, V. (1997). “Dense packing of cement pastes and resulting consequences on mortar properties.” Cem. Concr. Res., 27(10), 1481–1488.
Lee, S. H., Kim, H. J., Sakai, E., and Daimon, M. (2003). “Effect of particle size distribution of fly ash-cement system on the fluidity of cement pastes.” Cem. Concr. Res., 33(5), 763–768.
Oh, S. G., Noguchi, T., and Tomosawa, F. (1999). “Toward mix design for rheology of self-compacting concrete.” Proc., 1st Int. RILEM Symp. on Self-Compacting Concrete, RILEM, Stockholm, Sweden, 361–372.
Park, C. K., Noh, M. H., and Park, T. H. (2005). “Rheological properties of cementitious materials containing mineral admixtures.” Cem. Concr. Res., 35(5), 842–849.
Struble, L., and Sun, G. K. (1995). “Viscosity of portland cement paste as a function of concentration.” Adv. Cem. Based Mater., 2(2), 62–69.
Svarovsky, L. (1987). Powder testing guide: Methods of measuring the physical properties of bulk powders, Elsevier, England.
Svermova, L., Sonebi, M., and Bartos, P. J. M. (2003). “Influence of mix proportions on rheology of cement grouts containing limestone powder.” Cem. Concr. Compos., 25(7), 737–749.
Yahia, A., Tanimura, M., and Shimoyama, Y. (2005). “Rheological properties of highly flowable mortar containing limestone filler—Effect of powder content and W/C ratio.” Cem. Concr. Res., 35(3), 532–539.
Yu, A. B., Bridgwater, J., and Burbidge, A. (1997). “On the modelling of the packing of fine particles.” Powder Technol., 92(3), 185–194.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 20Issue 2February 2008
Pages: 189 - 197

History

Received: Mar 26, 2007
Accepted: Jun 11, 2007
Published online: Feb 1, 2008
Published in print: Feb 2008

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Chiara F. Ferraris

Authors

Affiliations

H. H. C. Wong
Research Postgraduate Student, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Hong Kong, Hong Kong, China. E-mail: [email protected]
A. K. H. Kwan
Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Hong Kong, Hong Kong, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share