TECHNICAL PAPERS
Feb 12, 2010

Capillary Shape: Influence on Water Transport within Unsaturated Alkali Activated Slag Concrete

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 3

Abstract

Cementitious binders consisting of ground granulated iron slag and an alkaline activator (alkali activated slag) have considerable environmental benefits when used as an alternative to conventional 100% ordinary portland cement binders. The objective of this paper is to demonstrate the effect of pore cross section shape on unsaturated flow and to contrast the laboratory and numerical predictions of alkali activated slag binders and 100% portland cement binders. Convection-based uptake of water within capillary pores is modeled using pore size distribution data; however, most existing predictive models are based on the assumption of a circular cross section. This model allows for changeable capillary cross-sectional shape by employing ellipses ranging in shape from circular to slit. By applying a shape factor that accounts for departure from circularity of the pore cross section, the prediction model shows reasonable agreement with water sorptivity test data. As well as different binder types, the predictive model is assessed over a range of concrete ages and curing conditions.

Get full access to this article

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

Acknowledgments

The financial support for this project is jointly provided by Independent Cement and Lime Pty Ltd, Blue Circle Southern Cement Ltd, and Australian Steel Mill Services. The writers thank the sponsors especially Alan Dow, Tom Wauer, Katherine Turner, Paul Ratcliff, John Ashby, and Dr. Ihor Hinczak for the guidance and support. The enthusiastic participation of final year students Soon Keat Lim and Eric Tan in this project is very much appreciated. The efforts and assistance with the laboratory work provided by Jeff Doddrell, Roger Doulis, and Peter Dunbar are also gratefully acknowledged.

References

Anderson, R., and Gram, H. E. (1988). “Part 1. Properties of alkali-activated slag.” Alkali-activated slag, R. Anderson, H. E. Gram, J. Malolepszy, and J. Deja, eds., Swedish Cement and Concrete Institute, Stockholm, Sweden, 1–63.
Bamforth, P. B., Pocock, D. C., and Robery, P. C. (1985). “The sorptivity of concrete.” Proc., Int. Conf. Our World in Concrete and Structures, C.I. Premier Pte Ltd, Singapore, 1–33.
Bonen, D. (2006). “The nanostructure of the cement paste and its porosity.” Proc., 2nd Int. RILEM Symp. on Advances in Concrete through Science and Engineering, J. Marchand, B. Bissonnette, R. Gagne, M. Jolin, and F. Paradis, eds., RILEM Publications SARL, Paris.
Butt, H. -J., Graf, K., and Kappl, M. (1993). “Contact angle phenomena and wetting.” Physics and chemistry of interfaces, Chapter 7, Wiley, New York, 118–144.
Chatterji, S. (2004). “An explanation for the unsaturated state of water stored concrete.” Cem. Concr. Compos., 26(1), 75–79.
Claisse, P. A., Elsayad, H. I., and Shaaban, I. G. (1997). “Absorption and sorptivity of cover concrete.” J. Mater. Civ. Eng., 9(3), 105–110.
Collins, F. (1999). “High early strength concrete using alkali activated slag.” Ph.D. thesis, Monash Univ., Clayton, Australia.
Collins, F. G., and Sanjayan, J. G. (1999). “Workability and mechanical properties of alkali activated slag concrete.” Cem. Concr. Compos., 29, 455–458.
Collins, F. G., and Sanjayan, J. G. (2001). “Microcracking and strength development of alkali activated slag concrete.” Cem. Concr. Compos., 23, 345–352.
Collins, F. G., and Sanjayan, J. G. (2008). “Unsaturated capillary flow within alkali activated slag concrete.” J. Mater. Civ. Eng., 20(9), 565–570.
Hall, C. (1977). “Water movement in porous building materials—I. Unsaturated flow theory and its applications.” Build. Environ., 12(2), 117–125.
Hall, C., and Tse, T. K.-M. (1986). “Water movement in porous building materials VII. The sorptivity of mortars.” Build. Environ., 21(2), 113–118.
Hall, C., and Yau, M. H. R. (1987). “Water movement in porous building materials—IX. The water absorption and sorptivity of concretes.” Build. Environ., 22(1), 77–82.
Hanzic, L., and Ilic, R. (2003). “Relationship between liquid sorptivity and capillarity in concrete.” Cem. Concr. Res., 33(9), 1385–1388.
Kutti, T., and Malinowski, R. (1982). “Influence of the curing conditions on the flexural strength of alkali activated blast furnace slag mortar.” Nordic Concr. Res., 1, 17.1–17.10.
Lampacher, B. J., and Blight, G. E. (1998). “Permeability and sorption properties of mature near-surface concrete.” J. Mater. Civ. Eng., 10(1), 21–25.
Malolepszy, J., and Deja, J. (1988). “The influence of curing conditions on the mechanical properties of alkali activated slag binders.” Silic. Ind., 11–12, 179–186.
Mehta, P. K. (1989). “Pozzolanic and cementitious by-products in concrete—Another look.” Proc., 3rd Int. Conf. on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, M. Malhotra, ed., ACI, Detroit, 1–43.
Milne-Thomson, L. (1964). “Elliptic integrals.” Handbook of mathematical functions with formulas, graphs, and mathematical tables, M. Abramowitz and I. A. Stegun, eds., Chapter 17, National Bureau of Standards, Washington, D.C., 589–616.
Myers, D. (1999). “Capillarity.” Surfaces, interfaces, and colloids: Principles and applications, Chapter 6, 2nd Ed., Wiley, New York, 97–124.
Parrott, L. J. (1992). “Variations of water absorption rate and porosity with depth from an exposed concrete surface: Effects of exposure conditions and cement type.” Cem. Concr. Res., 22(6), 1077–1088.
Philip, J. R. (1957). “The theory of infiltration: Sorptivity and algebraic infiltration equations.” Soil Sci., 84, 257–264.
Ramanujan, S. (1927). Collected papers, Cambridge University Press, Cambridge, U.K.
Talling, B., and Brandstetr, J. (1989). “Present state and future of alkali-activated slag concretes.” Proc., 3rd Int. Conf. on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, ACI, Detroit, 1519–1546.
Tasdemir, C. (2003). “Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete.” Cem. Concr. Res., 33(10), 1637–1642.
Washburn, E. W. (1921). “The dynamics of capillary flow.” Phys. Rev., 17(3), 273–283.
Winslow, D. N., Cohen, M. D., Bentz, D. P., Snyder, K. A., and Garboczi, E. J. (1994). “Percolation and pore structure in mortars and concrete.” Cem. Concr. Res., 24(1), 25–37.
Ye, G. (2005). “Percolation of capillary pores in hardening cement pastes.” Cem. Concr. Res., 35(1), 167–176.
Ye, G., Lura, P., and van Breugel, K. (2006). “Modelling of water permeability in cementitious materials.” Mater. Struct., 39, 877–885.
Young, T. (1805). “An essay on the cohesion of fluids.” Philos. Trans. R. Soc. London, 95, 65–87.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 3March 2010
Pages: 260 - 266

History

Received: Apr 21, 2008
Accepted: Oct 21, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Christopher K. Y. Leung

Authors

Affiliations

Frank G. Collins [email protected]
Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, Victoria 3800, Australia (corresponding author). E-mail: [email protected]
Jay G. Sanjayan [email protected]
Associate Professor, Dept. of Civil Engineering, Monash Univ., Clayton, Victoria 3800, Australia. 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