A recent overview of the effect of road surface properties on road safety, environment, and how to monitor them

Pérez-Fortes, Ana Patricia; Giudici, Henri

doi:10.1007/s11356-022-21847-x

Cited by 4 publications

(3 citation statements)

References 130 publications

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“…[72]. Pérez-Fortes and Giudici [73] noted that contaminants are extremely important for pavement performance and categorized contaminants into four categories based on source-those produced by vehicles, pavement embankment deterioration, road equipment, and maintenance operations. Contaminant sources are not limited to these four categories, however; for example, the surrounding soil and plants can also produce contaminants that affect pavements.…”

Section: Contaminantsmentioning

confidence: 99%

Review of Research on Tire–Pavement Contact Behavior

Gong,

Miao,

Lantieri

2024

Coatings

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This article presents the latest progress in research on tire–pavement contact behavior. Firstly, the tire–pavement contact characteristics and their influencing factors are summarized. Then, the measurement methods and theoretical research on tire–pavement contact behavior are reviewed, and the advantages and shortcomings of different methods are compared and analyzed. Finally, analysis in the field of pavement engineering is summarized based on contact behavior. This article suggests a few key research directions: Tire–pavement contact behavior is influenced by multiple factors; therefore, multi-physical field-coupling analyses need to be carried out. Tire–pavement contact tests are mostly static and non-standardized, and it is a future trend to develop high-precision, low-cost, and standardized instruments that can measure dynamic contact. Theoretical research models rarely involve environmental factors; a contact model of the tire, pavement, and environment needs to be constructed that can truly describe the contact process. There is a relationship between contact characteristics and pavement performance; pavement performance evaluation indexes need to be established based on tire–pavement contact characteristics in the future.

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Section: Contaminantsmentioning

confidence: 99%

Review of Research on Tire–Pavement Contact Behavior

Gong,

Miao,

Lantieri

2024

Coatings

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“…Transportation, especially highways, contributes a lot to the development of economy, society, and communities. The pavements should provide a reasonably smooth riding surface and adequate surface friction, which is normally the texture that is conducive to safety, have a sufficient structural capacity to protect the subgrade, as well as provide a waterproof function to prevent the underlying support layers from becoming saturated [5][6][7]. However, pavements gradually deteriorate under the combined effect of traffic and environmental loads.…”

Section: Introductionmentioning

confidence: 99%

Evolution Analysis of Asphalt Pavement Performance in Its Life Cycle: Case Study in Qinghai–Tibet Highway

Wu,

Zhang,

Liu

et al. 2023

Sustainability

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Owing to the combination of bitumen aging, traffic loading, and environmental factors, the performance of asphalt will gradually deteriorate with time. However, characterizing the deterioration is still challenging. Aiming to reveal how the performance of asphalt pavement deteriorates with time, the AASHTO design equation was applied to investigate the evolution trend of pavement performance by adopting a reliability method in terms of freeze–thaw cycles. It was found that the combination of the rate of evolution and curvature could identify the abrupt change points and significant variation stages. Risk analysis was introduced to provide a novel method to evaluate the pavement performance evolution by identifying the change of the hazard rate and the cumulative hazard rate. It was found that the evolution curve of asphalt pavement strength reliability could be divided linearly during its life cycle, which can be extended to any n-stage linear deterioration model according to the actual situation. Moreover, reliability levels for pavement strength were also proposed in this research according to the integrated pavement travel and structure performance.

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“…Among others, the resistance to the friction generated at the pavement/tire interface, or skid resistance, is the most accepted property to determine the surface quality of the aggregates used on roads and, ultimately, the pavement/tire interaction on roads [8]. This property is traditionally quantified by the standard test, "Polish Stone Value" (PSV [9]), which simulates the friction produced by tires on the aggregate's surface.…”

Section: Introductionmentioning

confidence: 99%