Technical Papers
Sep 2, 2024

Moisture-Induced Deterioration Mechanism of Asphalt Mortar Using Different Fillers

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 11

Abstract

The effect of different filler types on the properties of asphalt mortar before and after water saturation was studied by laboratory tests. Under both dry and water-saturated circumstances, four alternative fillers, limestone powder, hydrated lime, PO42.5 cement, and brake pad powder, are used, evaluated, and compared. The study methodology included characterizing the micromorphology, while X-ray diffraction imaging analysis and scanning electron microscopy were used to determine the chemical composition of the asphalt mortar following water saturation. To quantify the effects of moisture on the bonding mechanisms, surface energy concepts were employed to compute the surface free energy parameters of the asphalt mortar made with different filler materials. Dynamic shear rheometry was employed in the investigation to describe the rheological characteristics of the asphalt mortar as a function of filler under different water saturation conditions. The bonding strength of the asphalt mortars with various fillers was then quantitatively measured using pullout tests to account for the coupling effects of moisture and temperature. The findings of the laboratory tests generally showed that the asphalt mortar’s effectiveness declined following moisture conditioning and saturation in water. However, hydrated lime, brake pad powder, and cement showed promise in strengthening the bonding of fillers and asphalt, with hydrated lime being superior. Likewise, the asphalt mortar’s ability to tolerate moisture and resist water damage was also generally improved by hydrated lime.

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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 National Natural Science Foundation of China and Natural Science Foundation of Hubei Province (Grant No. 2020CFB567) provided some funding for the project (Grant Nos. 52108415 and 51803157).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 11November 2024

History

Received: Apr 12, 2023
Accepted: Nov 20, 2023
Published online: Sep 2, 2024
Published in print: Nov 1, 2024
Discussion open until: Feb 2, 2025

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Professor, School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China. Email: [email protected]
Master’s Candidate, School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China. Email: [email protected]
Changlong Chenxin [email protected]
Master’s Candidate, School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China. Email: [email protected]
Master’s Candidate, School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China (corresponding author). Email: [email protected]
Professor, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China. Email: [email protected]
Luis Fuentes, Ph.D. [email protected]
Dept. of Civil and Environmental Engineering, Universidad del Norte, Campus Diagonal Nord, Building C2. C. Jordi Girona, 1-3 08034 Barcelona, Colombia. Email: [email protected]
Lubinda F. Walubita, Ph.D. [email protected]
Texas A&M Transportation Institute, Texas A&M Univ. System, College Station, 400 Bizzell St., College Station, TX 77843. Email: [email protected]

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