Porosity effects on rheological and mechanical behavior of self-compacting concrete

Unlike ordinary concrete, self-compacting concrete (SCC) is a concrete exceptionally fluid throughout the flow process, without reducing the strength of the material once in place. To reduce bleeding and segregation, admixtures and other modifiers are often used. About this and for improving the res...

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Published inJournal of Building Engineering Vol. 48; p. 103964
Main Authors Benaicha, Mouhcine, Jalbaud, Olivier, Hafidi Alaoui, Adil, Burtschell, Yves
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.05.2022
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Abstract Unlike ordinary concrete, self-compacting concrete (SCC) is a concrete exceptionally fluid throughout the flow process, without reducing the strength of the material once in place. To reduce bleeding and segregation, admixtures and other modifiers are often used. About this and for improving the resistance of mixture to freezing and thawing, higher air contents may be required. In this study, twenty SCC mixes were designed based on AFGC and EFNARC recommendations. An air-entraining admixture (AEA) was added in several percentages, namely in 0.05, 0.10, 0.15, 0.20, 0.25, 0.30, 0.35, 0.40, 0.45, 0.50, 0.55, 0.60, 0.65, 0.70, 0.75, 0.80, 0.85, 0.90, 0.95 and 1% of cement weight. Experimental studies have been performed to examine the rheological and mechanical characteristics of SCC's, such as density, plastic viscosity, yield stress, slump flow diameter, L-Box ratio, V-Funnel flow time, sieve stability segregation, Modulus of Elasticity at 28 days, and compressive strength and sonic velocity (at 1, 7, and 28 days) of the SCC using different air content. However, the linear and polynomial regression models between these parameters are proposed. The statistics coefficients such as “Adj. R-Square”, "Pearson's r", “R-Square” and “standard error” are also indicated whose aim is to determine the best model to adopt for the prediction of rheological and mechanical behavior of SCC according to the intrinsic characteristics of the mixture. As the percentage of AEA in the mixture increases, the values of air content, void ratio, water absorption, slump flow diameter, and L-Box ratio increase as well. Conversely to this, the values of fresh and hardened density as well as plastic viscosity, yield stress, V-Funnel flow time, sieve stability, compressive strength and modulus of elasticity as well as sonic velocity decrease as AEA percentage rises. •Prediction of rheological and mechanical characteristics of SCC.•The use of air-entraining admixture to increase air content in SCC.•Improving the resistance of mixture to freezing and thawing.•The use of linear and polynomial regression models.
AbstractList Unlike ordinary concrete, self-compacting concrete (SCC) is a concrete exceptionally fluid throughout the flow process, without reducing the strength of the material once in place. To reduce bleeding and segregation, admixtures and other modifiers are often used. About this and for improving the resistance of mixture to freezing and thawing, higher air contents may be required. In this study, twenty SCC mixes were designed based on AFGC and EFNARC recommendations. An air-entraining admixture (AEA) was added in several percentages, namely in 0.05, 0.10, 0.15, 0.20, 0.25, 0.30, 0.35, 0.40, 0.45, 0.50, 0.55, 0.60, 0.65, 0.70, 0.75, 0.80, 0.85, 0.90, 0.95 and 1% of cement weight. Experimental studies have been performed to examine the rheological and mechanical characteristics of SCC's, such as density, plastic viscosity, yield stress, slump flow diameter, L-Box ratio, V-Funnel flow time, sieve stability segregation, Modulus of Elasticity at 28 days, and compressive strength and sonic velocity (at 1, 7, and 28 days) of the SCC using different air content. However, the linear and polynomial regression models between these parameters are proposed. The statistics coefficients such as “Adj. R-Square”, "Pearson's r", “R-Square” and “standard error” are also indicated whose aim is to determine the best model to adopt for the prediction of rheological and mechanical behavior of SCC according to the intrinsic characteristics of the mixture. As the percentage of AEA in the mixture increases, the values of air content, void ratio, water absorption, slump flow diameter, and L-Box ratio increase as well. Conversely to this, the values of fresh and hardened density as well as plastic viscosity, yield stress, V-Funnel flow time, sieve stability, compressive strength and modulus of elasticity as well as sonic velocity decrease as AEA percentage rises. •Prediction of rheological and mechanical characteristics of SCC.•The use of air-entraining admixture to increase air content in SCC.•Improving the resistance of mixture to freezing and thawing.•The use of linear and polynomial regression models.
ArticleNumber 103964
Author Burtschell, Yves
Benaicha, Mouhcine
Jalbaud, Olivier
Hafidi Alaoui, Adil
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crossref_primary_10_1021_acsomega_3c01204
crossref_primary_10_1007_s10973_023_12513_6
crossref_primary_10_1002_suco_202300150
crossref_primary_10_3390_ma17010039
crossref_primary_10_4028_p_oj7dxq
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Keywords Self-compacting concrete
Compressive strength
Air content
Sonic velocity
Regression model
Rheological parameters
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Snippet Unlike ordinary concrete, self-compacting concrete (SCC) is a concrete exceptionally fluid throughout the flow process, without reducing the strength of the...
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StartPage 103964
SubjectTerms Air content
Compressive strength
Regression model
Rheological parameters
Self-compacting concrete
Sonic velocity
Title Porosity effects on rheological and mechanical behavior of self-compacting concrete
URI https://dx.doi.org/10.1016/j.jobe.2021.103964
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