Case Studies
Feb 24, 2024

Research on Rebound Strength Measurement Curve of Modified Carbonation Depth of Machine-Made Sand Concrete

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 5

Abstract

In order to investigate the influence of carbonation treatment on the rebound strength measurement curve of machine-made sand concrete, this study conducted research on the carbonation mechanism sand concrete rebound strength measurement curve through rebound and compressive strength tests using carbonation degree and concrete strength grade as control variables. The results showed that in the short aging period, carbonation treatment had little effect on the compressive strength of manufactured sand concrete but could cause an increase in the rebound value measured by the high-strength and heavy rebound hammers. As the strength grade of the manufactured sand concrete increased, the rebound value measured by both the high-strength and heavy rebound hammers increased accordingly. Compared with the high-strength rebound hammer, the heavy rebound hammer had higher accuracy in detecting the rebound of the carbonated manufactured sand concrete. This study established measurement curves for uncorrected and corrected carbonation depths, among which the accuracy of the corrected carbonation depth measurement curve was higher. At the same time, this measurement curve has been applied to the rebound test of the Pinglu Canal Extra-Large Bridge Project in Guangxi, China, and its practicality and reliability have been verified.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant No. 52268064).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 5May 2024

History

Received: May 9, 2023
Accepted: Oct 19, 2023
Published online: Feb 24, 2024
Published in print: May 1, 2024
Discussion open until: Jul 24, 2024

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Junlin Liang [email protected]
Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Director, Key Laboratory of Engineering Disaster Prevention and Structural Safety, Ministry of Education, Guangxi Univ., Nanning 530004, China; Guangxi Engineering Technology Research Center for Special Geological Highway Safety, Guangxi Univ., Nanning 530004, China. Email: [email protected]
Master’s Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China. Email: [email protected]
Master’s Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China. Email: [email protected]
Shunyuan Zheng [email protected]
Master’s Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China. Email: [email protected]
Hongliu Rong [email protected]
Senior Engineer, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Researcher, Key Laboratory of Engineering Disaster Prevention and Structural Safety, Ministry of Education, Guangxi Univ., Nanning 530004, China; Guangxi Engineering Technology Research Center for Special Geological Highway Safety, Guangxi Univ., Nanning 530004, China. Email: [email protected]
Assistant Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Researcher, Key Laboratory of Engineering Disaster Prevention and Structural Safety, Ministry of Education, Guangxi Univ., Nanning 530004, China; Guangxi Engineering Technology Research Center for Special Geological Highway Safety, Guangxi Univ., Nanning 530004, China (corresponding author). ORCID: https://orcid.org/0000-0002-1475-3279. Email: [email protected]

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