Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach
The high-performance demands on industrial floors, both in terms of larger slab dimensions and increased durability under harsh operating conditions, have led to the growing use of expansive admixtures. These generate a controlled expansive reaction within the concrete and compensate the early-age s...
Main Authors: | , , , , |
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Format: | Article |
Language: | English |
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Elsevier
2023-12-01
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Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509523007635 |
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author | T. Ikumi A. Monserrat López S. Aidarov A. Aguado A. de la Fuente |
author_facet | T. Ikumi A. Monserrat López S. Aidarov A. Aguado A. de la Fuente |
author_sort | T. Ikumi |
collection | DOAJ |
description | The high-performance demands on industrial floors, both in terms of larger slab dimensions and increased durability under harsh operating conditions, have led to the growing use of expansive admixtures. These generate a controlled expansive reaction within the concrete and compensate the early-age shrinkage. Despite their increasing use, calculation methods that permit to consider the expansive agents during the pavement design phase with a certain level of reliability are still unexistent. This study presents a straightforward cross-sectional model to assess both the stress-strain state and joint-opening of concrete pavements with volumetric stability admixtures by considering the slab dimensions, concrete composition, exposure conditions, and base friction characteristics. For that, a novel experimental device is designed and implemented in this work to characterize the dimensional variations associated with expansive agents since casting. A Type-G commercial volumetric stability admixture is considered as the expansive admixture. A full-scale validation of the proposed model is performed on a jointless concrete panel constructed by RCR Industrial Flooring in Spain. This validation proves the feasibility of the combined approach of laboratory calibration of the expansive addition and the cross-sectional model presented to accurately estimate both the slab deformations and joint opening developed over the 77-day test period. |
first_indexed | 2024-03-09T15:38:42Z |
format | Article |
id | doaj.art-17bc113ba01d4847a4a45a008e9e695b |
institution | Directory Open Access Journal |
issn | 2214-5095 |
language | English |
last_indexed | 2024-03-09T15:38:42Z |
publishDate | 2023-12-01 |
publisher | Elsevier |
record_format | Article |
series | Case Studies in Construction Materials |
spelling | doaj.art-17bc113ba01d4847a4a45a008e9e695b2023-11-25T04:49:23ZengElsevierCase Studies in Construction Materials2214-50952023-12-0119e02583Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approachT. Ikumi0A. Monserrat López1S. Aidarov2A. Aguado3A. de la Fuente4Smart Engineering Ltd, C/ Escoles Pies 20, 08017 Barcelona, Spain; Department of Project and Construction Engineering, Technical University of Catalonia-BarcelonaTech, Barcelona, SpainSchool of Civil Engineering. Universidad Politécnica de Madrid, Madrid, SpainDepartment of Project and Construction Engineering, Technical University of Catalonia-BarcelonaTech, Barcelona, SpainDepartment of Civil and Environmental Engineering, Technical University of Catalonia-BarcelonaTech, Barcelona, SpainDepartment of Civil and Environmental Engineering, Technical University of Catalonia-BarcelonaTech, Barcelona, Spain; Corresponding author.The high-performance demands on industrial floors, both in terms of larger slab dimensions and increased durability under harsh operating conditions, have led to the growing use of expansive admixtures. These generate a controlled expansive reaction within the concrete and compensate the early-age shrinkage. Despite their increasing use, calculation methods that permit to consider the expansive agents during the pavement design phase with a certain level of reliability are still unexistent. This study presents a straightforward cross-sectional model to assess both the stress-strain state and joint-opening of concrete pavements with volumetric stability admixtures by considering the slab dimensions, concrete composition, exposure conditions, and base friction characteristics. For that, a novel experimental device is designed and implemented in this work to characterize the dimensional variations associated with expansive agents since casting. A Type-G commercial volumetric stability admixture is considered as the expansive admixture. A full-scale validation of the proposed model is performed on a jointless concrete panel constructed by RCR Industrial Flooring in Spain. This validation proves the feasibility of the combined approach of laboratory calibration of the expansive addition and the cross-sectional model presented to accurately estimate both the slab deformations and joint opening developed over the 77-day test period.http://www.sciencedirect.com/science/article/pii/S2214509523007635Concrete pavementsVolumetric stability admixturesShrinkageExpansionExperimental programmeReal-scale validation |
spellingShingle | T. Ikumi A. Monserrat López S. Aidarov A. Aguado A. de la Fuente Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach Case Studies in Construction Materials Concrete pavements Volumetric stability admixtures Shrinkage Expansion Experimental programme Real-scale validation |
title | Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach |
title_full | Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach |
title_fullStr | Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach |
title_full_unstemmed | Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach |
title_short | Design-oriented method for concrete pavements with volumetric stability admixtures: An integrated experimental and analytical approach |
title_sort | design oriented method for concrete pavements with volumetric stability admixtures an integrated experimental and analytical approach |
topic | Concrete pavements Volumetric stability admixtures Shrinkage Expansion Experimental programme Real-scale validation |
url | http://www.sciencedirect.com/science/article/pii/S2214509523007635 |
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