Abstract
The article is devoted to topical issues of designing non-rigid road pavement. At present, the issue of road pavement design is not paid due attention, taking into account the real impact of traffic loads, moisture accumulation and freezing. Traditionally, road pavement is constructed with the same strength for the entire width of the carriageway of a multi-lane highway, with the same design for both the busiest lane and secondary lanes. Moisture accumulation and freezing are not taken into account in strength calculations. The proposed methodology allows combining these factors. The results of the study of this article can be used in the design of non-rigid road pavements.
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