Self-compacting recycled concrete: Relationships between empirical and rheological parameters and proposal of a workability box

•Rheology and workability of self-compacting recycled concrete (SCRC) were analysed.•Relationships between different empirical parameters were obtained for SCRC.•The suitability of usual empirical limits for SCRC was discussed.•Relationships between empirical and rheological parameters were also stu...

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Published inConstruction & building materials Vol. 143; pp. 537 - 546
Main Authors Iris, Gonzalez-Taboada, Belen, Gonzalez-Fonteboa, Fernando, Martinez-Abella, Diego, Carro-Lopez
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 15.07.2017
Elsevier B.V
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Abstract •Rheology and workability of self-compacting recycled concrete (SCRC) were analysed.•Relationships between different empirical parameters were obtained for SCRC.•The suitability of usual empirical limits for SCRC was discussed.•Relationships between empirical and rheological parameters were also studied.•A workability box and its time-dependent evolution is proposed for SCRC. An only suitable type of self-compacting recycled concrete (SCRC) for all applications does not exist, as happens with conventional self-compacting concrete (SCC). An experimental program was carried out to evaluate workability and rheology of 49 mixes of self-compacting concrete made replacing the natural coarse aggregate by recycled concrete coarse aggregate. Workability responses included the slump flow, L-box, J-Ring and sieve segregation tests. The suitability of the limits fixed with these tests for the usual applications in SCC was discussed for SCRC. Rheological responses included the stress growth and flow curve tests. Both workability and rheological responses were compared to indicate relationships between them and in order to observe if they follow the same trend in SCRC as in conventional SCC. Finally, a workability box was proposed to describe recommended combinations of both static yield stress and plastic viscosity for SCRC at 15min from the cement-water contact, taking into account the fulfilment of several workability limits. Also, a second box was defined at 45min to describe the time-dependent evolution of the first one.
AbstractList •Rheology and workability of self-compacting recycled concrete (SCRC) were analysed.•Relationships between different empirical parameters were obtained for SCRC.•The suitability of usual empirical limits for SCRC was discussed.•Relationships between empirical and rheological parameters were also studied.•A workability box and its time-dependent evolution is proposed for SCRC. An only suitable type of self-compacting recycled concrete (SCRC) for all applications does not exist, as happens with conventional self-compacting concrete (SCC). An experimental program was carried out to evaluate workability and rheology of 49 mixes of self-compacting concrete made replacing the natural coarse aggregate by recycled concrete coarse aggregate. Workability responses included the slump flow, L-box, J-Ring and sieve segregation tests. The suitability of the limits fixed with these tests for the usual applications in SCC was discussed for SCRC. Rheological responses included the stress growth and flow curve tests. Both workability and rheological responses were compared to indicate relationships between them and in order to observe if they follow the same trend in SCRC as in conventional SCC. Finally, a workability box was proposed to describe recommended combinations of both static yield stress and plastic viscosity for SCRC at 15min from the cement-water contact, taking into account the fulfilment of several workability limits. Also, a second box was defined at 45min to describe the time-dependent evolution of the first one.
Audience Trade
Author González-Fonteboa, Belén
Carro-López, Diego
Martínez-Abella, Fernando
González-Taboada, Iris
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Keywords Self-compacting concrete
Recycled coarse aggregate
Empirical parameters
Rheological parameters
Workability box
Language English
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Snippet •Rheology and workability of self-compacting recycled concrete (SCRC) were analysed.•Relationships between different empirical parameters were obtained for...
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StartPage 537
SubjectTerms Analysis
Cements (Building materials)
Concretes
Empirical parameters
Mechanical properties
Recycled coarse aggregate
Rheological parameters
Self-compacting concrete
Workability box
Title Self-compacting recycled concrete: Relationships between empirical and rheological parameters and proposal of a workability box
URI https://dx.doi.org/10.1016/j.conbuildmat.2017.03.156
Volume 143
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