TECHNICAL PAPERS
Oct 1, 2006

Strength of Lightweight Glass Aggregate Concrete

Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 5

Abstract

Until recently, it was not possible to make structural concrete using expanded glass aggregate. This was because of the relatively low strength of the expanded glass aggregate, and also because the lightweight aggregates had a high water absorption that can make concrete placing difficult. Expanded glass aggregate with relatively high crushing resistance and low water absorption is now available from a manufacturing plant in Hungary. The new aggregate is similar to conventional lightweight aggregates, but the ratio of density of concrete to compressive strength is much more favorable to making structural concrete. This paper summarizes the results of experiments on the mechanical properties of concrete made of this new expanded glass aggregate.

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Acknowledgments

The writers wish to express their gratitude to Geofil Ltd. (Tatabánya, Hungary) for the collaboration and financial support, and to Solvadis Austria for supplying aggregates. Special thanks to the technical staff of Budapest University of Technology and Economics, Department of Construction Materials and Engineering Geology, for their help during laboratory testing.

References

ASTM. (1992). “Standard specification for Portland cement.” ASTM C 150-92, West Conshohocken, Pa.
ASTM. (1989). “Standard test method for autoclave expansion of Portland cement.” ASTM C 151-89, West Conshohocken, Pa.
Deutscher Ausschuss für Stahlbeton (DAfStb). (1986). “Richtlinie Alkalireaktion im Beton.” (Alkali-aggregate reaction in concrete—Guideline).
CEN. (2002). “Lightweight aggregates. Part 1: Lightweight aggregates for concrete and mortar.” EN13055-1, Brussels, Belgium.
Faust, T. (2003) Leichtbeton im konstruktiven Ingenieurbau (Lightweight concrete in construction), Ernst and Sohn, Berlin.
fib. (2000). “Lightweight aggregate concrete. Recommended extensions to Model Code 90: Case studies.” fib Bulletin No. 8, Lausanne, Switzerland.
Józsa, Zs., and Nemes, R. (2002a). “Recycled glass aggregate for lightweight concrete.” Concrete Struct., 3, Budapest, Hungary.
Józsa, Zs., and Nemes, R. (2002b). “Bond of a new recycled glass lightweight aggregate.” Proc., fib Symp. Bond in Concrete—From Research to Standards. Budapest, Hungary.
Neunast, A., and Lange, F. (2001). Leichtbeton Handbuch (Lightweight concrete handbook), Verlag Bau + Technik, Düsseldorf, Germany.
Reinhardt, H. W. (1995). Werkstoffkunde I (Material Science I), Univ. of Stuttgart, Germany.
Rudnai, Gy. (1966). Leichtbeton baukonstruktionen (Lightweight concrete structures), Akadémiai Kiadó, Budapest, Hungary.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 5October 2006
Pages: 710 - 714

History

Received: Oct 11, 2004
Accepted: Oct 3, 2005
Published online: Oct 1, 2006
Published in print: Oct 2006

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Notes

Note. Associate Editor: Laura De Lorenzis

Authors

Affiliations

Rita Nemes
Assistant Lecturer, Dept. of Construction Materials and Engineering Geology, Budapest Univ. of Technology and Economics. E-mail: [email protected]
Zsuzsanna Józsa
Associate Professor, Dept. of Construction Materials and Engineering Geology, Budapest Univ. of Technology and Economics, Muegyetem rkp. 3, Budapest, H-1111 Hungary. E-mail: [email protected]

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