The present paper deals with the use of industrial by-products from Electric Arc Furnace (EAF) for the partial replacement of natural aggregates commonly used to manufacture concrete. Three different grading of EAF granulated slag were considered. The rheological and mechanical properties of concrete manufactured with a partial replacement of natural aggregates with slag were determined. Dry shrinkage of hardened concrete was also evaluated. Results indicated that the maximum percentage of natural aggregate replaced with EAF granulated slag is about 15% in order to limit the superplasticizer dosage to attain the same workability class (S4) of the reference mixture at the end of the mixing procedure. The higher the percentage of granulated slag, the higher the specific mass, the elastic modulus in compression and the compressive strength of the concrete. On the other hand, dry shrinkage of the concrete increases by adding a greater amount of EAF granulated slag. As a consequence of the ...

(2010). Electric arc furnace granulated slag as a partial replacement of natural aggregates for concrete production . Retrieved from http://hdl.handle.net/10446/121850

Electric arc furnace granulated slag as a partial replacement of natural aggregates for concrete production

Coppola, L.;Lorenzi, S.;
2010-01-01

Abstract

The present paper deals with the use of industrial by-products from Electric Arc Furnace (EAF) for the partial replacement of natural aggregates commonly used to manufacture concrete. Three different grading of EAF granulated slag were considered. The rheological and mechanical properties of concrete manufactured with a partial replacement of natural aggregates with slag were determined. Dry shrinkage of hardened concrete was also evaluated. Results indicated that the maximum percentage of natural aggregate replaced with EAF granulated slag is about 15% in order to limit the superplasticizer dosage to attain the same workability class (S4) of the reference mixture at the end of the mixing procedure. The higher the percentage of granulated slag, the higher the specific mass, the elastic modulus in compression and the compressive strength of the concrete. On the other hand, dry shrinkage of the concrete increases by adding a greater amount of EAF granulated slag. As a consequence of the ...
2010
Coppola, Luigi; Lorenzi, Sergio; Buoso, A.
File allegato/i alla scheda:
File Dimensione del file Formato  
2ndSust2010.pdf

accesso aperto

Versione: postprint - versione referata/accettata senza referaggio
Licenza: Licenza default Aisberg
Dimensione del file 430.36 kB
Formato Adobe PDF
430.36 kB Adobe PDF Visualizza/Apri
Pubblicazioni consigliate

Aisberg ©2008 Servizi bibliotecari, Università degli studi di Bergamo | Terms of use/Condizioni di utilizzo

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10446/121850
Citazioni
  • Scopus 34
  • ???jsp.display-item.citation.isi??? ND
social impact