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2025 article

Water Diffusion Behavior and Shrinkage Characteristics of Internal Curing Pavement Concrete

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1Pays d’affiliation déclarés

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Le résumé fourni par la source

Super absorbent polymer (SAP) internal curing agent exhibits applicable water compensation capabilities in response to declining internal relative humidity (IRH) of cement concrete during the initial curing period, thereby inhibiting the generation of shrinkage cracks and enhancing the hydration degree of the cementitious materials. This paper explores the water diffusion behavior and shrinkage characteristics of SAP internal curing pavement concrete. In accordance with the characteristics of pavement concrete, the influence of SAP particle sizes, dosages, and curing conditions on the internal relative humidity (IRH) of concrete was examined by using the MIC-TD-TM temperature and humidity integrated sensor. Additionally, the spatial distribution of IRH at various vertical depths within the concrete was clarified. Moreover, the relationships between different types of shrinkage strain and IRH, temperature with time were also analyzed. The equivalent water diffusivity coefficient (DH) for the internal curing pavement concrete was determined, leading to the establishment of a DH-IRH model. Results indicate that at 28 days, the IRH of C30 and C40 internal curing pavement concrete reached 93.12% RH and 89.78% RH, respectively, representing an increase of 14.21% and 13.82% compared to the control group. Furthermore, the shrinkage reduction rates for the C30 and C40 internal curing groups were 69.83% and 87.62%, respectively, demonstrating that SAP significantly enhances curing effects in concrete with lower water-binder ratios. The incorporation of SAP effectively mitigates the vertical humidity gradient in pavement concrete, leading to a more uniform IRH across all layers, which positively influences the suppression of humidity-induced warping stresses in the road slab. Based on results concerning shrinkage strain, IRH, temperature, and the calculated internal curing water content, three main stages during the 28-day curing period were identified. Notably, the initial DH of the internal curing group was higher than that of the control group, and the decrease rate of DH with IRH was attenuated.

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Le contrôle bibliographique ouvert

DOI retrouvé dans Crossref DOI retrouvé ; titre concordant.

Titre Crossref
Water Diffusion Behavior and Shrinkage Characteristics of Internal Curing Pavement Concrete
Date Crossref
01/02/2026
Éditeur
American Society of Civil Engineers (ASCE)
Type
journal-article

Ce recoupement confirme des métadonnées liées au DOI. Il ne confirme ni la méthode ni les conclusions de l’étude, et il ne compte pas comme une seconde source scientifique indépendante.

Où se fait cette recherche

  • Foshan University pays non établi dans la notice
    Université ou école supérieure
  • Guangdong University of Technology pays non établi dans la notice
    Université ou école supérieure
  • Guangdong Univ. of Technology pays non établi dans la notice
    Organisation à but non lucratif

Foshan University, Guangdong University of Technology et Guangdong Univ. of Technology.

Une affiliation ne permet pas de déduire la nationalité d’un auteur.

Les sujets associés

Concrete Properties and BehaviorAsphalt Pavement Performance EvaluationConcrete and Cement Materials Research

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