Аннотация
Abstract Precompaction of soil and construction materials used as the open storage areas foundations makes it possible to increase their bearing capacity. It ensures the stability of the material assets stacks of the foundation soil and their safety during the standard storage period. The research objective is to select and provide a theoretical basis to the technology of constructing the material assets open storage areas foundations. The design of the open storage area foundation and the operating element of its construction are proposed. Theoretical dependences describing the influence of the operating element design parameters on the characteristics of the soil foundation compaction are obtained. The analysis of the obtained dependencies makes it possible to define the operating element design parameters rational values for the particular soil conditions of the material assets open storage area.