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Overcoming the limitations of recycled concrete aggregates in Belgium

 Overcoming the limitations of recycled concrete aggregates in Belgium
Autor(en): ,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 191-196
DOI: 10.2749/ghent.2021.0191
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In Belgium, the presence of numerous quarries in the Walloon region makes recycled concrete aggregates (RCA) less attractive for structural concrete applications: since the natural aggregates are a...
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Bibliografische Angaben

Autor(en): (BESIX S.A., Brussels, Belgium)
(BESIX S.A., Brussels, Belgium)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 191-196 Anzahl der Seiten (im PDF): 6
Seite(n): 191-196
Anzahl der Seiten (im PDF): 6
DOI: 10.2749/ghent.2021.0191
Abstrakt:

In Belgium, the presence of numerous quarries in the Walloon region makes recycled concrete aggregates (RCA) less attractive for structural concrete applications: since the natural aggregates are at reach, it is unprofitable from both a financial and an environmental aspect to use RCA. In addition, the supply of recycled aggregates on the Belgian market is lacking. Only a few recyclers produce type A+ RCA, which could be used in ready-mix concrete, but tend to keep them for their own productions. Furthermore, although the revised Belgian national concrete standard (NBN B 15- 001) allows cast-in-situ concrete to contain higher fractions of recycled aggregates, there is presently no concrete supplier yet certified to produce concrete with recycled aggregates. One should finally note the lack of stimulation or even mandatory incentives by the Authorities to promote the use of RCA. The aim of this paper is to identify the various reasons behind RCA limitations in Belgium and to suggest solutions to overcome them.

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Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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