Technical Papers
Jul 20, 2022

Effect of Lithium Silicate–Impregnated Limestone Aggregate on Skid Resistance Properties of Bituminous Mixture

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 10

Abstract

In this study, to ameliorate the abrasion resistance of limestone aggregates and extend the service life of bituminous pavement, limestone aggregates were impregnated by lithium silicate-styrene acrylic and lithium silicate-silicone acrylic to prepare bitumen mixtures. From this research, through a combination of macroscopic property tests and microstructural analysis approaches, the effect and corresponding reinforcement mechanism of lithium silicate mixed solution (LSMS) on the microstructural morphology and characteristics of limestone aggregates were investigated, and the road performance of the bitumen mixture using limestone aggregates impregnated with the lithium silicate mixture solution (LALS) was validated. The experimental results indicated that the impregnation treatment utilizing the LSMS with ratios of 64 and 82 could remarkably strengthen the abrasion resistance and anti-crushing ability, as well as enhance the ability to maintain angularity and surface texture in limestone aggregates. Furthermore, the utilization of LALS might hinder the further attenuation process and retard the loss rate with respect to the skid resistance properties of bituminous pavement, while exerting an insignificant effect on the high-temperature performance and fatigue resistance and a slight decrease in low-temperature performance and moisture damage resistance.

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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 study was financially supported by Natural Science Basic Research Plan in Zhejiang Provincial Communication Department (No. 2019H11), Natural Science Basic Research Plan in Shaanxi Provincial Communication Department (No. 2019-13), and Natural Science Basic Research Plan in Dongying Transportation Bureau (No. 2016YF20).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 10October 2022

History

Received: Nov 7, 2021
Accepted: Jan 27, 2022
Published online: Jul 20, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 20, 2022

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Hongliang Zhang [email protected]
Professor, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China (corresponding author). Email: [email protected]
Ph.D. Candidate, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China. Email: [email protected]
Engineer, Hangzhou Transportation Development Guarantee Center, No. 769, Wenyi West Rd., Xihu District, Hangzhou, Zhejiang 310030, PR China. Email: [email protected]
Engineer, Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., 576 Wuying Shanxi Rd., Tianqiao District, Jinan, Shandong 250031, PR China. Email: [email protected]

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