A logistic threshold model for asphalt-aggregate adhesion based on mineral composition

This study establishes a quantitative framework to predict asphalt-aggregate adhesion based on mineral composition. We systematically investigated the interfacial behavior using simulated minerals (SiO₂/CaCO₅ blends at 0, 30, 40, 50, 60, 70, and 100 % SiO₂ content) and five natural aggregates. Methods included FTIR-based adsorption tests and water immersion stripping experiments across three asphalt grades (A50, A70, A90). Results revealed a sigmoidal correlation between SiO₂ content and adhesion loss, effectively captured by a novel logistic threshold model. The model identified critical boundaries: a Safe Zone (SiO₂ < 45 %) with minimal stripping (<5 %), a Transition Zone (45–65 % SiO₂), and a Failure Zone (>65 % SiO₂) with severe damage. For natural aggregates, the combined SiO₂+Al₂O₃ content provided a similar logistic relationship, with zones at < 60 %, 60–85 %, and > 85 %, respectively. Asphalt properties (e.g., softening point, viscosity) significantly influenced these thresholds. These findings provide quantitative, practical criteria for aggregate selection and optimization of asphalt mixtures, especially when incorporating non-traditional or acidic aggregates.

Authors

Publication Details

Journal
Case Studies in Construction Materials
Published
2025-12-01
DOI
https://doi.org/10.1016/j.cscm.2025.e05646
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

A logistic threshold model for asphalt-aggregate adhesion based on mineral composition

Xiaohua Fan, Shengxu Wang, Lemin Liu, Hui Wei et al.
Case Studies in Construction Materials
Asphalt Pavement Performance Evaluation
article

A logistic threshold model for asphalt-aggregate adhesion based on mineral composition

Xiaohua Fan, Shengxu Wang, Lemin Liu, Hui Wei, Liang Fan, Tao Liu
article en

Abstract

This study establishes a quantitative framework to predict asphalt-aggregate adhesion based on mineral composition. We systematically investigated the interfacial behavior using simulated minerals (SiO₂/CaCO₅ blends at 0, 30, 40, 50, 60, 70, and 100 % SiO₂ content) and five natural aggregates. Methods included FTIR-based adsorption tests and water immersion stripping experiments across three asphalt grades (A50, A70, A90). Results revealed a sigmoidal correlation between SiO₂ content and adhesion loss, effectively captured by a novel logistic threshold model. The model identified critical boundaries: a Safe Zone (SiO₂ < 45 %) with minimal stripping (<5 %), a Transition Zone (45–65 % SiO₂), and a Failure Zone (>65 % SiO₂) with severe damage. For natural aggregates, the combined SiO₂+Al₂O₃ content provided a similar logistic relationship, with zones at < 60 %, 60–85 %, and > 85 %, respectively. Asphalt properties (e.g., softening point, viscosity) significantly influenced these thresholds. These findings provide quantitative, practical criteria for aggregate selection and optimization of asphalt mixtures, especially when incorporating non-traditional or acidic aggregates.

Case Studies in Construction MaterialsVol. 23
Openalex Percentile: Top 60%
Asphalt Pavement Performance Evaluation
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A logistic threshold model for asphalt-aggregate adhesion based on mineral composition — Xiaohua Fan, Shengxu Wang, et al. · Case Studies in Construction Materials (2025) | TGRS Research Map | TGRS