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Experimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC)

Autor
Santos, A.; Ortiz, J. A.; Villegas, N.; Aguado, A.
Tipus d'activitat
Article en revista
Revista
Construction & building materials
Data de publicació
2015-03
Volum
78
Pàgina inicial
40
Pàgina final
49
DOI
https://doi.org/10.1016/j.conbuildmat.2015.01.006 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/27609 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0950061815000197 Obrir en finestra nova
Resum
In recent years, the use of self-compacting concrete (SCC) has been increasing. Although methods for designing the mixture proportions usually derive from experience with conventional concretes, some specific procedures still are not universally accepted. The design and characterization of SCC influences not only the mix components (paste volume and nature, binder amount and type, granular skeleton, etc.) but also the testing methods used to validate the self-compactability (usually in terms of ...
Citació
Santos, A. [et al.]. Experimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC). "Construction & building materials", Març 2015, vol. 78, p. 40-49.
Paraules clau
Bond strength, Compressive strength, Concrete rheology, DESIGN, Granular skeleton distribution, MIX, Modulus of elasticity, STRENGTH, Self-compacting concrete, Tensile strength, Workability
Grup de recerca
EC - Enginyeria de la Construcció

Participants

  • Santos, Ana C. P.  (autor)
  • Ortiz Lozano, José Ángel  (autor)
  • Villegas, Noe  (autor)
  • Aguado De Cea, Antonio  (autor)

Arxius