Improvement in strength calculation for pavement structure of rail station areas

Abstract

The paper discusses the issue of how to increase the durability of road pavements at stations. At the same time, the behavior of asphalt-concrete layers is considered taking into account thermoreological properties and their materials. An increased duration of traffic loads on station areas influences changes in strength and rigidity characteristics of the asphalt concrete. Mathematical models to increase the accuracy of strength calculation of pavement designs on station areas have been developed.