TECHNICAL PAPERS
Dec 1, 2001

Chemical Reactions of Glass Cullet Used as Cement Component

Publication: Journal of Materials in Civil Engineering
Volume 13, Issue 6

Abstract

The recovery of container glass (cullet) for recycling can often lead to the generation of surplus quantities of the material. The pozzolanicity of finely ground glass cullet (GGC) can be exploited by using it as a cement component in concrete. This paper examines two of the chemical reactions most significant to this mode of use, namely, the pozzolanic reaction and the potentially deleterious alkali-silica reaction. Although the presence of GGC has little effect on the reactions of portland cement, larger quantities of calcium silicate hydrate gel are formed, which are thought to contain quantities of sodium. Blends containing the largest quantities of calcium silicate hydrate gel also displayed the highest strengths. Expansion due to alkali-silica reaction of mortars containing GGC is reduced relative to controls. This can be understood when it is considered that the pozzolanic and alkali-silica reactions are chemically identical. The fine cullet particles have a high surface area and, hence, favor the rapid pozzolanic rate of reaction over the slower alkali-silica reaction rate.

Get full access to this article

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

References

1.
Archibald, J. F., DeGagné, D. O., Lausch, P., and De Souza, E. M. ( 1995). “Ground waste glass as a pozzolanic consolidation agent for mine backfill.” CIM Bull., 88(995), 80–87.
2.
ASTM. ( 1994). “Standard test method for potential alkali reactivity of aggregates (mortar bar method).” ASTM C 1260-94, West Conshohocken, Pa.
3.
Beaudoin, J. J., and Ramachandran, V. S. ( 1990). “A new perspective on the hydration characteristics of cement phases.” Cement and Concrete Res., 20, 875–883.
4.
Berger, H. ( 1986). “Study of the k-alpha emission-spectrum of copper.” X-ray Spectrometry, 15, 241–243.
5.
British Standards Institution (BSI). ( 1995). “Methods of testing cement—Part 1: Determination of strength.” BS EN 196-1, London.
6.
Cheary, R. W., and Coelho, A. A. ( 1992). “A fundamental parameters approach of x-ray line-profile fitting.” J. Appl. Crystallography, 25, 109–121.
7.
Cheary, R. W., and Coelho, A. A. ( 1994). “Synthesising and fitting linear position-sensitive detector step-scanned line profiles.” J. Appl. Crystallography, 27, 673–681.
8.
Dent Glasser, L. S., and Kataoka, N. ( 1982). “On the role of calcium in the alkali-aggregate reaction.” Cement and Concrete Res., 12, 321–331.
9.
Dhir, R. K., and Dyer, T. D. ( 1999). “Suitability of glass cullet for use as a cement component in concrete.” Final Rep. for EPSRC WMR3 Programme.
10.
Fletcher, D. A., McMeeking, R. F., and Parkin, D. J. ( 1996). “The United Kingdom Chemical Database Service.” J. Chemical Information and Comp. Sci., 36, 746–749.
11.
Henry, K. S., and Morin, S. H. (1997). “Frost susceptibility of crushed glass used as construction aggregate.”J. Cold Regions Engrg., ASCE, 11, 326–333.
12.
Marquardt, D. W. ( 1963). J. Soc. for Industrial and Appl. Mathematics, 11, 431–331.
13.
Meyer, C., and Xi, Y. (1999). “Use of recycled glass and fly ash for precast concrete.”J. Mat. in Civ. Engrg., ASCE, 11, 89–90.
14.
Nash, J. C. ( 1990). Compact numerical methods for computers, Adam Hilger, New York.
15.
Polley, C., Cramer, S. M., and de la Cruz, R. V. (1998). “Potential for using waste glass in portland cement concrete.”J. Mat. in Civ. Engrg., ASCE, 10(4), 210–211.
16.
Richardson, I. G., and Groves, G. W. ( 1993). “The incorporation of minor trace elements into calcium silicate hydrate (C-S-H) gel in hardened cement pastes.” Cement and Concrete Res., 23, 131–138.
17.
Taylor, F. W. ( 1997). Cement chemistry, 2nd Ed., Thomas Telford, London.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 13Issue 6December 2001
Pages: 412 - 417

History

Received: Feb 8, 2000
Published online: Dec 1, 2001
Published in print: Dec 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Lect., Concrete Technol. Unit, Dept. of Civ. Engrg., Univ. of Dundee, Nethergate, Dundee, DD1 4HN, U.K.
Prof. and Dir., Concrete Technol. Unit, Dept. of Civ. Engrg., Univ. of Dundee, Nethergate, Dundee, DD1 4HN, U.K. E-mail: r.k.dhir@ dundee.ac.uk

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