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...

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Main Authors: T. Ikumi, A. Monserrat López, S. Aidarov, A. Aguado, A. de la Fuente
Format: Article
Language:English
Published: Elsevier 2023-12-01
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.
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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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AT saidarov designorientedmethodforconcretepavementswithvolumetricstabilityadmixturesanintegratedexperimentalandanalyticalapproach
AT aaguado designorientedmethodforconcretepavementswithvolumetricstabilityadmixturesanintegratedexperimentalandanalyticalapproach
AT adelafuente designorientedmethodforconcretepavementswithvolumetricstabilityadmixturesanintegratedexperimentalandanalyticalapproach