Practical technical solution for clay-contaminated sands used in concrete

Sand, whether natural or manufactured, shows in many instances varying degrees of high levels of clay contamination. This fact is encountered in different parts of the globe and can lead to serious problems in adjusting concrete mix proportions and requiring high water to cement ratios and/or high d...

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Main Authors: Estephane Pierre, Rieder Klaus-Alexander
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201712002012
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spelling doaj-442f42f3e92949c6a535715bb4b169312021-02-02T03:42:38ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011200201210.1051/matecconf/201712002012matecconf_ascm2017_02012Practical technical solution for clay-contaminated sands used in concreteEstephane Pierre0Rieder Klaus-Alexander1GCP Applied TechnologiesGCP Applied TechnologiesSand, whether natural or manufactured, shows in many instances varying degrees of high levels of clay contamination. This fact is encountered in different parts of the globe and can lead to serious problems in adjusting concrete mix proportions and requiring high water to cement ratios and/or high dosages of superplasticizers without necessarily meeting the workability requirements, even when the sand is previously washed with fresh water. In this paper, different types of sand from the Gulf Cooperation Council (GCC) region are being screened, analysed for their clay contents and consequent effects on plastic concrete quality. A technical solution is being proposed based on engineered superplasticizers. A testing protocol has been established to verify the robustness of optimized mix designs demonstrating the performance of the admixture in terms of initial and extended workability. In particular, it will be demonstrated that the customized concrete admixtures constitute by themselves a stand-alone answer to the usage of clay-contaminated sands in concrete.https://doi.org/10.1051/matecconf/201712002012
collection DOAJ
language English
format Article
sources DOAJ
author Estephane Pierre
Rieder Klaus-Alexander
spellingShingle Estephane Pierre
Rieder Klaus-Alexander
Practical technical solution for clay-contaminated sands used in concrete
MATEC Web of Conferences
author_facet Estephane Pierre
Rieder Klaus-Alexander
author_sort Estephane Pierre
title Practical technical solution for clay-contaminated sands used in concrete
title_short Practical technical solution for clay-contaminated sands used in concrete
title_full Practical technical solution for clay-contaminated sands used in concrete
title_fullStr Practical technical solution for clay-contaminated sands used in concrete
title_full_unstemmed Practical technical solution for clay-contaminated sands used in concrete
title_sort practical technical solution for clay-contaminated sands used in concrete
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2017-01-01
description Sand, whether natural or manufactured, shows in many instances varying degrees of high levels of clay contamination. This fact is encountered in different parts of the globe and can lead to serious problems in adjusting concrete mix proportions and requiring high water to cement ratios and/or high dosages of superplasticizers without necessarily meeting the workability requirements, even when the sand is previously washed with fresh water. In this paper, different types of sand from the Gulf Cooperation Council (GCC) region are being screened, analysed for their clay contents and consequent effects on plastic concrete quality. A technical solution is being proposed based on engineered superplasticizers. A testing protocol has been established to verify the robustness of optimized mix designs demonstrating the performance of the admixture in terms of initial and extended workability. In particular, it will be demonstrated that the customized concrete admixtures constitute by themselves a stand-alone answer to the usage of clay-contaminated sands in concrete.
url https://doi.org/10.1051/matecconf/201712002012
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