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dc.contributor.authorPujadas Álvarez, Pablo
dc.contributor.authorBlanco Álvarez, Ana
dc.contributor.authorPialarissi Cavalaro, Sergio Henrique
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-03-10T20:06:15Z
dc.date.available2016-03-10T20:06:15Z
dc.date.issued2015-11
dc.identifier.citationPujadas, P., Blanco, A., Pialarissi Cavalaro, S.H., Aguado, A. Performance-based procedure for the definition of controlled low-strength mixtures. "Journal of materials in civil engineering", Novembre 2015, vol. 27, núm. 11, p. 06015003-1-06015003-7.
dc.identifier.issn0899-1561
dc.identifier.urihttp://hdl.handle.net/2117/84183
dc.description.abstractControlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfill in narrow trenches. The high content of aggregates and water in CLSM leads to a special behavior that is closer to soil than concrete. Consequently, mixture proportioning methodologies for conventional concrete do not apply to CLSM. The objective of this paper is to propose a new methodology to achieve the optimal composition that fulfills the flowability and compressive strength requirements of the material. Instead of computing the aggregate or the cement separately, all solid particles in the mixture are considered concurrently to estimate the water content in terms of water-to-solid ratio (W/S). In this way, the compressive strength can be modified without compromising the desired flowability. An example application is presented and an experimental program is conducted to validate this philosophy. The results confirm that the methodology proposed provides compositions that satisfy the main requirements of CLSM, thus representing a contribution to the use of more economical and adequate materials
dc.description.abstractControlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfill in narrow trenches. The high content of aggregates and water in CLSM leads to a special behavior that is closer to soil than concrete. Consequently, mixture proportioning methodologies for conventional concrete do not apply to CLSM. The objective of this paper is to propose a new methodology to achieve the optimal composition that fulfills the flowability and compressive strength requirements of the material. Instead of computing the aggregate or the cement separately, all solid particles in the mixture are considered concurrently to estimate the water content in terms of water-to-solid ratio (W/S). In this way, the compressive strength can be modified without compromising the desired flowability. An example application is presented and an experimental program is conducted to validate this philosophy. The results confirm that the methodology proposed provides compositions that satisfy the main requirements of CLSM, thus representing a contribution to the use of more economical and adequate materials.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshCement--Additives
dc.subject.otherControlled low-strength materials (CLSM)
dc.subject.otherBackfill
dc.subject.otherOptimal mix proportioning
dc.subject.otherFlowability
dc.subject.otherWater-solid ratio
dc.subject.otherParticle packing
dc.titlePerformance-based procedure for the definition of controlled low-strength mixtures
dc.typeArticle
dc.subject.lemacCiment -- Additius
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0001283
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://ascelibrary.org/doi/abs/10.1061/%28ASCE%29MT.1943-5533.0001283
dc.rights.accessOpen Access
local.identifier.drac15467562
dc.description.versionPostprint (author's final draft)
local.citation.authorPujadas, P.; Blanco, A.; Pialarissi Cavalaro, S.H.; Aguado, A.
local.citation.publicationNameJournal of materials in civil engineering
local.citation.volume27
local.citation.number11
local.citation.startingPage06015003-1
local.citation.endingPage06015003-7


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