Open AccessFormation of the soil foundation for the open storage areas
Author(s) -
A. V. Gruzin,
V. V. Gruzin,
K B Esbergenov
Publication year - 2020
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1546/1/012130
Subject(s) - foundation (evidence) , stability (learning theory) , element (criminal law) , compaction , storage tank , civil engineering , computer science , engineering , environmental science , geotechnical engineering , mechanical engineering , archaeology , machine learning , political science , law , history
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.