Viscoelastic Damage Rules and Mechanisms of SBS-Modified Asphalt under Spring Melt-Salt Corrosion Environment

Under the complex multi-environmental factors during the spring thaw period, the viscoelasticity of asphalt binders dramatically decreases, leading to the outbreak and frequent occurrence of pavement diseases. This study, by designing a UV-freeze-thaw-salt invasion multi-environment coupling simulation experiment, systematically investigates the viscoelastic damage rules and spring thaw salt erosion mechanism of SBS-modified asphalt based on shear rheological tests, infrared spectroscopy tests, and molecular simulation techniques. The results show that under the UV-freeze-thaw-salt invasion cycle, the elasticity of SBS-modified asphalt continuously decreases, the viscosity coefficient increases and the load-bearing ability greatly weakens. Moreover, the erosion of NaCl ions increases the repulsion between SBS-modified asphalt molecules, decreasing the stability of the asphalt structure.

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Publication Details

Published
2024-12-11
DOI
https://doi.org/10.1061/9780784485484.300
Primary Topic
Corrosion Behavior and Inhibition
Type
article
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Viscoelastic Damage Rules and Mechanisms of SBS-Modified Asphalt under Spring Melt-Salt Corrosion Environment

Wuxing Chen, Mingxing Huang, Wei Tian, Wei Guo et al.
Corrosion Behavior and Inhibition
article

Viscoelastic Damage Rules and Mechanisms of SBS-Modified Asphalt under Spring Melt-Salt Corrosion Environment

Wuxing Chen, Mingxing Huang, Wei Tian, Wei Guo, Kangsheng Gu, Jixian Yang
article en

Abstract

Under the complex multi-environmental factors during the spring thaw period, the viscoelasticity of asphalt binders dramatically decreases, leading to the outbreak and frequent occurrence of pavement diseases. This study, by designing a UV-freeze-thaw-salt invasion multi-environment coupling simulation experiment, systematically investigates the viscoelastic damage rules and spring thaw salt erosion mechanism of SBS-modified asphalt based on shear rheological tests, infrared spectroscopy tests, and molecular simulation techniques. The results show that under the UV-freeze-thaw-salt invasion cycle, the elasticity of SBS-modified asphalt continuously decreases, the viscosity coefficient increases and the load-bearing ability greatly weakens. Moreover, the erosion of NaCl ions increases the repulsion between SBS-modified asphalt molecules, decreasing the stability of the asphalt structure.

China University of Mining and Technology (CN)
Openalex Percentile: Top 86%
Corrosion Behavior and Inhibition
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