FIELD: rail track structure arrangement. SUBSTANCE: rail track has rail-and-sleeper combination 6 installed on base 5 through sole chairs. Base includes selection of resilient members in the form of rings. Supporting sleeper plates 1 are of circular configuration. Plates are made by cutting out sides of heavy motor truck tyres. Plates are installed horizontally in one layer over entire width of rail track. Two parallel segment cuts are made in each tyre. Coefficient of compensation of dissipative forces of rail track bases for supporting sleeper plates is determined by value of K= 0.79-0.85. Application of aforesaid arrangement of rail track helps cutting input of materials. EFFECT: higher efficiency. 6 dwg
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