Technical Papers
Aug 17, 2020

Fiber-Reinforced Cement-Stabilized Macadam with Various Polyvinyl Alcohol Fiber Contents and Lengths

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Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 11

Abstract

Cement-stabilized macadam is an important highway construction material. To fully understand the reinforcing and toughening functions of fibers in cement-stabilized macadam, the influence of the concentration and length of polyvinyl alcohol (PVA) fibers on the performance of cement-stabilized macadam was investigated. Through indoor compressive tests and splitting tests, the changes in the splitting and compressive strengths of cement-stabilized macadam with different fiber lengths and contents were compared, and the influence of fiber length and content on the compressive and splitting strengths was determined. The results showed that the compressive and splitting strengths of cement-stabilized macadam were considerably improved by PVA fiber addition; fibers of varied lengths and contents had different effects on the compressive and splitting strengths. The increase in the compressive and splitting strengths of cement-stabilized macadam was the greatest with a fiber length of 12–24 mm and concentration of 0.60.9  kg/m3. The experimental results can provide a theoretical basis for the application of PVA fibers in cement-stabilized macadam.

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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

The authors express their sincere thanks to Chongqing University of Science and Technology, Anhui Transportation Science and Technology Fund Project for the support provided through research grant Ahjtki 20140051, and to the staff of the Concrete Laboratory for rendering their assistance throughout this study.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 11November 2020

History

Received: Sep 13, 2019
Accepted: Mar 26, 2020
Published online: Aug 17, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 17, 2021

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Authors

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Chunhua Zhao, Dr.Eng. [email protected]
Doctor, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China; Lecturer, School of Civil Engineering and Architecture, Chongqing Univ. of Science and Technology, Chongqing 401331, China. Email: [email protected]
Naixing Liang, Dr.Eng. [email protected]
Professor, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Xiaolong Zhu [email protected]
Director, Engineering Monitoring Dept., Chongqing Survey Institute, No. 6 Qingzhu East Rd., Dazhulin St., Liangjiang New Area, Chongqing 401121, China (corresponding author). Email: [email protected]
Lingqing Yuan [email protected]
Master, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Master, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]

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