Abstract

Intelligent compaction (IC) has been successfully used for soil and base compaction of highways. However, the application of IC technology to monitor the construction quality of asphalt pavement faces complications with compaction processing. This study monitored the compaction process of asphalt layers using an IC-based method. The compaction data were first collected during the construction of a local road in Mardan, Pakistan, including IC data, in-place density, and temperature at the asphalt layer surface. The collected IC data were then used to compute the intelligent compaction measurement values (ICMVs). The support vector regression analysis was performed to predict the roller amplitude and in-place density using the ICMVs. To explore the correlations in compaction measuring/monitoring indicators, this study also explored the correlations between the ICMVs with core density, temperature, and amplitude. Experiment results indicated that the predicted roller amplitude values from the support vector regression model were close to the measured ones. There were high correlations between the roller amplitudes and temperatures with the compaction measurement values (CMVs). In contrast, the correlation between the in-place core densities and CMV values was low. Additionally, the CMVs of the backward pass were higher than the forward one in each compaction cycle because the pavement density increased and the air void decreased after each forward pass.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research is supported by the National Key Research and Development Project (Grant No. 2020YFB1600102), the National Key Research and Development Project (Grant No. 2020YFA0714302), the National Natural Science Foundation of China (Grant No. 5210081588), and Intelligent monitoring of airport pavement status and rapid performance recovery technology, which are highly acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 1January 2023

History

Received: Dec 30, 2021
Accepted: May 6, 2022
Published online: Oct 31, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 31, 2023

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Weiguang Zhang, A.M.ASCE [email protected]
Associate Professor, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Graduate Research Assistant, School of Transportation, Southeast Univ., Nanjing 211189, China. ORCID: https://orcid.org/0000-0002-1529-8597. Email: [email protected]
Associate Professor, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Zhaoguang Hu [email protected]
Professorate Senior Engineer, China Road and Bridge Co., Ltd., No. 88, Andingmenwai St., Dongcheng District, Beijing 100011, China. Email: [email protected]
Haoyang Wang [email protected]
Research Engineer, RoadMaint Co., Ltd., Beijing 100095, China. Email: [email protected]
Graduate Research Assistant, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0003-2182-5856. Email: [email protected]
Research Engineer, Shanxi Transportation Holdings Group Co., Ltd., Taiyuan, Shanxi 030021, China. Email: [email protected]
Shunxin Yang [email protected]
Associate Professor, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Hassan Farooq [email protected]
Graduate Research Assistant, College of Engineering, Univ. of Louisiana Lafayette, Lafayette, LA 70504. Email: [email protected]
Professor, Transportation Engineering Faculty Group, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803. ORCID: https://orcid.org/0000-0003-4802-459X. Email: [email protected]

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