Technical Papers
Apr 16, 2024

Performance Improvement of Cold Recycled Bitumen Emulsion Mixture with Multicomponent Filler

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 3

Abstract

In order to solve the problem of poor mixture performance of cold recycled bitumen emulsion mixtures (CRBEM) during service, the improvement effects of air voids, 15°C indirect tensile strength (ITS), and immersion ITS of CRBEM were evaluated under the synergistic action of functional admixtures such as silica fume, microbeads, and water-reducing admixture based on orthogonal testing. The optimal mixing scheme was selected by verifying the mixture performance of CRBEM with functional admixtures. The micromorphology of cold recycled bitumen emulsion mortar under the optimal mixing scheme of multicomponent filler was observed by scanning electron microscopy (SEM). The mortar morphology was analyzed and labeled. The results show that the maximum decrease of air voids of CRBEM with functional admixtures can reach 23.6%. The maximum increase of ITS and immersion ITS can reach 115% and 104%, respectively. When the stress ratio is 0.3, the fatigue life times of Groups 4 and 5 reach 49,495 and 48,772, respectively, which are 9.91 and 9.77 times higher than those of Group 1. Silica fume plays a leading role in multicomponent fillers. The synergistic effect of multiple admixtures in CRBEM is significantly better than that of single or double admixtures. The morphology of bitumen emulsion composite mortar under the optimal mixing scheme of a multicomponent filler is a three-dimensional dense skeleton structure. The multicomponent filler can effectively improve the size and length of the mortar crystal. The multicomponent filler adding method is recommended to improve the performance of CRBEM. The optimal mixing scheme of the multicomponent filler is 1.5% cement, 2.4% external water, 1.5% silica fume, 2.0% microbeads, and 0.5% water-reducing admixture.

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Data Availability Statement

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

Acknowledgments

Thanks are due to the platform support provided by Shenyang Jianzhu University and professors’ guidance for this research. This study was supported by the National Natural Science Foundation of China (Grant No. 52278454).
Author contributions: Yanhai Yang: conceptualization, software, writing–review, and editing. Liang Yue: methodology, data curation, and writing–original draft preparation. Yiheng Xiong: methodology and writing–original draft preparation. Ye Yan: software, writing–review, and editing. Guanliang Chen: writing–original draft preparation. All authors have read and agreed to the published version of the manuscript.

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 3September 2024

History

Received: Dec 29, 2022
Accepted: Jan 18, 2024
Published online: Apr 16, 2024
Published in print: Sep 1, 2024
Discussion open until: Sep 16, 2024

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Yanhai Yang [email protected]
Professor, School of Transportation and Geomatics Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning 110168, China. Email: [email protected]
School of Transportation and Geomatics Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning 110168, China. ORCID: https://orcid.org/0000-0002-2934-7572. Email: [email protected]
Lecturer, School of Transportation and Geomatics Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning 110168, China; Doctoral Candidate, School of Transportation Engineering, Dalian Maritime Univ., Dalian, Liaoning 116026, China (corresponding author). ORCID: https://orcid.org/0000-0002-3897-6274. Email: [email protected]
Yiheng Xiong [email protected]
School of Transportation and Geomatics Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning 110168, China. Email: [email protected]
Guanliang Chen [email protected]
School of Transportation and Geomatics Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning 110168, China. Email: [email protected]

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