Abstract

The introduction of the Superpave gyratory compactor (SGC) to pavement laboratories was a large step for the design process of hot mix asphalt (HMA). Considering the similarities between HMA and roller compacted concrete (RCC), the use of SGC in the design work of RCC pavement can offer many advantages. This study covers a wide range of RCC mixtures that can help to set the limits of using SGC for RCC mixture design. Therefore, a detailed experimental matrix was developed by taking various mixture parameters and gyration levels into account. Moreover, four different RCC mixtures determined on the basis of optimum mix designs were also produced by vibratory hand roller in order to simulate the field compaction conditions in the laboratory. The SGC results showed that for the same gyration level, the compaction ratio changes when the mixture is changed. The results also concluded that the gyration level for the same mixtures was the least significant factor affecting the mechanical performance. Hence, SGC is more effective in predicting the behavior of the fresh RCC. On the other hand, the mixtures with similar compaction ratios compacted by SGC and hand roller resulted in a similar strength level. Therefore, for RCC specimens produced by the SGC method, targeting the sample density (i.e., compaction ratio) is recommended due to its ease of applicability under field conditions rather than making a design based on the number of gyrations as used in conventional SGC applications.

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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 study is conducted under a research project on RCC pavement (Project No. 116M523) funded by The Scientific and Technological Research Council of Turkey. The authors acknowledge the graduate student Mehmet Ali Aykutlu.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 6June 2021

History

Received: Oct 11, 2019
Accepted: Oct 19, 2020
Published online: Mar 23, 2021
Published in print: Jun 1, 2021
Discussion open until: Aug 23, 2021

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Reza Shabani, Ph.D. [email protected]
Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Ankara Yildirim Beyazit Univ., Ankara 06010, Turkey (corresponding author). ORCID: https://orcid.org/0000-0001-7082-0061. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey. ORCID: https://orcid.org/0000-0003-1597-5348. Email: [email protected]
Instructor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey. ORCID: https://orcid.org/0000-0002-4202-1884. Email: [email protected]
Ismail Ozgur Yaman, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey. Email: [email protected]

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