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Experimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC)
dc.contributor.author | Santos, Ana C. P. |
dc.contributor.author | Ortiz Lozano, José Ángel |
dc.contributor.author | Villegas, Noe |
dc.contributor.author | Aguado de Cea, Antonio |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció |
dc.date.accessioned | 2015-04-27T18:58:48Z |
dc.date.available | 2017-03-31T00:30:34Z |
dc.date.created | 2015-03 |
dc.date.issued | 2015-03 |
dc.identifier.citation | 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. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/27609 |
dc.description.abstract | 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 rheology, fluidity, viscosity and resistance to segregation). This paper studies the influence on SCC mechanical properties based on the consideration of two types of granular skeleton, discontinuous and continuous, for different strength levels (35 and 60 MPa). For the both strength levels studied, the mix with continuous granular skeleton exhibited slightly higher segregation resistance and mechanical properties than did mixes with discontinuous granular skeleton. (C) 2015 Elsevier Ltd. All rights reserved. |
dc.format.extent | 10 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
dc.subject.lcsh | Self-consolidating concrete |
dc.subject.other | Self-compacting concrete |
dc.subject.other | Granular skeleton distribution |
dc.subject.other | Concrete rheology |
dc.subject.other | Workability |
dc.subject.other | Compressive strength |
dc.subject.other | Modulus of elasticity |
dc.subject.other | Tensile strength |
dc.subject.other | Bond strength |
dc.subject.other | STRENGTH |
dc.subject.other | DESIGN |
dc.subject.other | MIX |
dc.title | Experimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC) |
dc.type | Article |
dc.subject.lemac | Formigó autocompactant |
dc.contributor.group | Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció |
dc.identifier.doi | 10.1016/j.conbuildmat.2015.01.006 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0950061815000197 |
dc.rights.access | Open Access |
local.identifier.drac | 15578282 |
dc.description.version | Postprint (author’s final draft) |
local.citation.author | Santos, A.; Ortiz, J. A.; Villegas, N.; Aguado, A. |
local.citation.publicationName | Construction & building materials |
local.citation.volume | 78 |
local.citation.startingPage | 40 |
local.citation.endingPage | 49 |
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