A novel method for assessing time zero of cementitious pastes using ultrasonic pulse in corrugated tubes (UPCT)

The Time Zero in cementitious mixtures marks the transition from a fluid suspension to a rigid structure, a critical phase for shrinkage analysis. This paper proposes a novel technique to measure Time Zero in cementitious materials through Ultrasonic Pulse in Corrugated Tubes (UPCT), originally used for autogenous shrinkage measurements. The corrugated tube design enables ultrasonic wave transmission while accommodating material deformation, preventing loss of contact due to volumetric changes. Cement pastes with a 0.35 water-to-binder ratio were tested, including a reference mixture with Portland cement and a second mixture incorporating 0.3% of a superabsorbent polymer (SAP). Time Zero was determined through ultrasonic pulse propagation time, VICAT needle penetration, and autogenous shrinkage tests using corrugated tubes. Results indicate that, for the reference mix, time-zero measurements were consistent across all methods, validating the ultrasonic approach proposed. However, in the SAP-modified mix, discrepancies arose, particularly in Vicat results, suggesting a delayed mechanical stiffening process. In cement paste with SAP, the reserve of water that the polymer allows, which is then released as hydration continues, may explain the observed delay in the kinetics of solid formation and is responsible for the reduction in autogenous shrinkage. These findings highlight the effectiveness of ultrasonic techniques in measuring the global structural evolution of cementitious materials. Nevertheless, variations in mixture composition and hydration mechanisms may compromise the reliability of certain methods, such as Vicat needle penetration, for accurately determining the transition to the hardening stage in cementitious materials.

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Publication Details

Journal
MATEC Web of Conferences
Published
2025-01-01
DOI
https://doi.org/10.1051/matecconf/202540903003
Primary Topic
Concrete Properties and Behavior
Type
article
Field-Weighted Citation Impact
0.00

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article

A novel method for assessing time zero of cementitious pastes using ultrasonic pulse in corrugated tubes (UPCT)

Valdirene Maria Silva Capuzzo, João Pereira Custódio, António Bettencourt Ribeiro, Arthur Aviz Palma e Silva et al.
MATEC Web of Conferences
Concrete Properties and Behavior
article

A novel method for assessing time zero of cementitious pastes using ultrasonic pulse in corrugated tubes (UPCT)

Valdirene Maria Silva Capuzzo, João Pereira Custódio, António Bettencourt Ribeiro, Arthur Aviz Palma e Silva, Kelly Silva dos Santos
article en

Abstract

The Time Zero in cementitious mixtures marks the transition from a fluid suspension to a rigid structure, a critical phase for shrinkage analysis. This paper proposes a novel technique to measure Time Zero in cementitious materials through Ultrasonic Pulse in Corrugated Tubes (UPCT), originally used for autogenous shrinkage measurements. The corrugated tube design enables ultrasonic wave transmission while accommodating material deformation, preventing loss of contact due to volumetric changes. Cement pastes with a 0.35 water-to-binder ratio were tested, including a reference mixture with Portland cement and a second mixture incorporating 0.3% of a superabsorbent polymer (SAP). Time Zero was determined through ultrasonic pulse propagation time, VICAT needle penetration, and autogenous shrinkage tests using corrugated tubes. Results indicate that, for the reference mix, time-zero measurements were consistent across all methods, validating the ultrasonic approach proposed. However, in the SAP-modified mix, discrepancies arose, particularly in Vicat results, suggesting a delayed mechanical stiffening process. In cement paste with SAP, the reserve of water that the polymer allows, which is then released as hydration continues, may explain the observed delay in the kinetics of solid formation and is responsible for the reduction in autogenous shrinkage. These findings highlight the effectiveness of ultrasonic techniques in measuring the global structural evolution of cementitious materials. Nevertheless, variations in mixture composition and hydration mechanisms may compromise the reliability of certain methods, such as Vicat needle penetration, for accurately determining the transition to the hardening stage in cementitious materials.

MATEC Web of ConferencesVol. 409
Universidade de Brasília (BR), National Laboratory for Civil Engineering (PT), Environment Park (IT)
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Conselho Nacional de Desenvolvimento Científico e Tecnológico
Openalex Percentile: Top 86%
Concrete Properties and Behavior
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