2022
DOI: 10.1016/j.jcis.2022.08.014
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Nanomechanical-atomistic insights on interface interactions in asphalt mixtures with various chloride ion erosion statuses

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Cited by 49 publications
(8 citation statements)
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“…64 More sodium and chloride ions occupy the active sites on the aggregate interface, displacing the interaction positions of asphalt components with the aggregate active sites. 27 Figure 22 confirms that sodium and chloride ions accumulate more rapidly compared to water molecules on the aggregate interface. This explains why the deterioration of interface performance is more severe in seawater erosion compared to water environment.…”
Section: Interface Failure Mechanismmentioning
confidence: 58%
See 1 more Smart Citation
“…64 More sodium and chloride ions occupy the active sites on the aggregate interface, displacing the interaction positions of asphalt components with the aggregate active sites. 27 Figure 22 confirms that sodium and chloride ions accumulate more rapidly compared to water molecules on the aggregate interface. This explains why the deterioration of interface performance is more severe in seawater erosion compared to water environment.…”
Section: Interface Failure Mechanismmentioning
confidence: 58%
“…The adverse effects of water on the interfacial adhesive characteristics and durability of asphalt pavements have been reported by numerous researchers. ,, In addition, for large port cities along the mainland coast of China, coastal pavements are not only subjected to climatic influences during service but also impacted by seawater erosion. , Seawater is primarily composed of sodium ions and chloride ions. The ionic corrosion environment of seawater further exacerbates water-induced damage at the asphalt–aggregate interface in PA pavements, impacting the interaction at the asphalt–aggregate interface . In recent years, some researchers have started to focus on the impact of seawater erosion, temperature, and ultraviolet radiation on the long-term performance of asphalt materials .…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, the difference between the upper and lower softening points of CNT–asphalt nanocomposites is 2.2 °C, which is a very small value for composite materials and predicts a small degree of phase separation for CNT–asphalt nanocomposites, since serious phase separation problems are considered when the difference between the upper and lower softening points is greater than 5 °C. , AFM morphology has been used to characterize the effect of CNT on the microstructure of asphalt. Usually, asphalt has structures such as catana phase, peri phase, and para phase, where the catana phase has an important effect on the asphalt’s properties . From Figure c,d, it can be seen that the microstructures of the base asphalt and the CNT–asphalt nanocomposites are basically the same, especially in the area of the catana phase.…”
Section: Resultsmentioning
confidence: 89%
“…Usually, asphalt has structures such as catana phase, peri phase, and para phase, where the catana phase has an important effect on the asphalt's properties. 64 From Figure 8c,d, it can be seen that the microstructures of the base asphalt and the CNT−asphalt nanocomposites are basically the same, especially in the area of the catana phase. This indicates that CNT did not significantly change the microstructure of the asphalt matrix.…”
Section: Interaction Strength Storage Stability Micromorphology and M...mentioning
confidence: 85%
“…Non-equilibrium molecular dynamics (NEMD) has been employed to study the shear viscosity of uids through various techniques 28,29 . The NEMD calculation imposes shear boundary conditions on the system of interest and is expected to drive it to a steady state.…”
Section: Nemd Methodsmentioning
confidence: 99%