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A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures

The disposal of ready mixed concrete truck wash water and returned plastic concrete is a growing concern for the ready mixed concrete industry. Recently, extended set-retarding admixtures, or stabilizers, which slow or stop the hydration of portland cement have been introduced to the market. Treatin...

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Detalles Bibliográficos
Autores principales: Lobo, Colin, Guthrie, William F., Kacker, Raghu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: [Gaithersburg, MD] : U.S. Dept. of Commerce, National Institute of Standards and Technology 1995
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4887227/
https://www.ncbi.nlm.nih.gov/pubmed/29151762
http://dx.doi.org/10.6028/jres.100.043
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author Lobo, Colin
Guthrie, William F.
Kacker, Raghu
author_facet Lobo, Colin
Guthrie, William F.
Kacker, Raghu
author_sort Lobo, Colin
collection PubMed
description The disposal of ready mixed concrete truck wash water and returned plastic concrete is a growing concern for the ready mixed concrete industry. Recently, extended set-retarding admixtures, or stabilizers, which slow or stop the hydration of portland cement have been introduced to the market. Treating truck wash-water or returned plastic concrete with stabilizing admixtures delays its setting and hardening, thereby facilitating the incorporation of these typically wasted materials in subsequent concrete batches. In a statistically designed experiment, the properties of blended concrete containing stabilized plastic concrete were evaluated. The variables in the study included (1) concrete age when stabilized, (2) stabilizer dosage, (3) holding period of the treated (stabilized) concrete prior to blending with fresh ingredients, and (4) amount of treated concrete in the blended batch. The setting time, strength, and drying shrinkage of the blended concretes were evaluated. For the conditions tested, batching 5 % treated concrete with fresh material did not have a significant effect on the setting time, strength, or drying shrinkage of the resulting blended concrete. Batching 50 % treated concrete with fresh materials had a significant effect on the setting characteristics of the blended cocnrete, which in turn affected the water demand to maintain slump. The data suggests that for a known set of conditions, the stabilizer dosage can be optimized within a relatively narrow range to produce desired setting characteristics. The strength and drying shrinkage of the blended concretes were essentially a function of the water content at different sampling ages and the relationship followed the general trend of control concrete.
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spelling pubmed-48872272017-11-17 A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures Lobo, Colin Guthrie, William F. Kacker, Raghu J Res Natl Inst Stand Technol Article The disposal of ready mixed concrete truck wash water and returned plastic concrete is a growing concern for the ready mixed concrete industry. Recently, extended set-retarding admixtures, or stabilizers, which slow or stop the hydration of portland cement have been introduced to the market. Treating truck wash-water or returned plastic concrete with stabilizing admixtures delays its setting and hardening, thereby facilitating the incorporation of these typically wasted materials in subsequent concrete batches. In a statistically designed experiment, the properties of blended concrete containing stabilized plastic concrete were evaluated. The variables in the study included (1) concrete age when stabilized, (2) stabilizer dosage, (3) holding period of the treated (stabilized) concrete prior to blending with fresh ingredients, and (4) amount of treated concrete in the blended batch. The setting time, strength, and drying shrinkage of the blended concretes were evaluated. For the conditions tested, batching 5 % treated concrete with fresh material did not have a significant effect on the setting time, strength, or drying shrinkage of the resulting blended concrete. Batching 50 % treated concrete with fresh materials had a significant effect on the setting characteristics of the blended cocnrete, which in turn affected the water demand to maintain slump. The data suggests that for a known set of conditions, the stabilizer dosage can be optimized within a relatively narrow range to produce desired setting characteristics. The strength and drying shrinkage of the blended concretes were essentially a function of the water content at different sampling ages and the relationship followed the general trend of control concrete. [Gaithersburg, MD] : U.S. Dept. of Commerce, National Institute of Standards and Technology 1995 /pmc/articles/PMC4887227/ /pubmed/29151762 http://dx.doi.org/10.6028/jres.100.043 Text en https://creativecommons.org/publicdomain/zero/1.0/ The Journal of Research of the National Institute of Standards and Technology is a publication of the U.S. Government. The papers are in the public domain and are not subject to copyright in the United States. Articles from J Res may contain photographs or illustrations copyrighted by other commercial organizations or individuals that may not be used without obtaining prior approval from the holder of the copyright.
spellingShingle Article
Lobo, Colin
Guthrie, William F.
Kacker, Raghu
A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures
title A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures
title_full A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures
title_fullStr A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures
title_full_unstemmed A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures
title_short A Study on the Reuse of Plastic Concrete Using Extended Set-Retarding Admixtures
title_sort study on the reuse of plastic concrete using extended set-retarding admixtures
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4887227/
https://www.ncbi.nlm.nih.gov/pubmed/29151762
http://dx.doi.org/10.6028/jres.100.043
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