Analytical evaluation of the rutting response under the static loading in flexible pavement

In this research, a special model for assessing the impact of static load on flexible pavement behavior is studied, through the use of crawling screening parameters. Relying on previous experiments, the FEM simulation was done using the Abaqus program, which is accurately predicted the behavior of the static load. The results showed that this pregnancy greatly affects the sidewalk response, and thus leads to the accumulation of stress and emotion and their development in asphalt concrete, in the end, it leads to the formation of permanent distortion. The FEM analysis shows an increase in the depth of distortion of the static load result, which means the importance of taking its impact into consideration when designing the sidewalk and maintenance strategies. The research underscores the value of enhanced rutting prediction models to improve pavement performance and support the development of more durable and sustainable road infrastructure.