Open AccessSalts in the base soils as a factor forming their corrosion activity, subsidence and compressibility
Author(s) -
Г Караганда,
Г Экибастуз,
Республика Казахстан
Publication year - 2020
Publication title -
k̦azak̦ bas sa̋ulet-k̦u̇rylys akademiâsynyn̦ habaršysy/k̦azak̦ memlekettìk sa̋ulet-k̦u̇rylys akademiâsynyn̦ habaršysy
Language(s) - English
Resource type - Journals
eISSN - 2788-6948
pISSN - 1680-080X
DOI - 10.51488/1680-080x/2020.4-37
Subject(s) - soil water , component (thermodynamics) , compressibility , subsidence , base (topology) , service life , environmental science , geotechnical engineering , computer science , geology , civil engineering , engineering , soil science , reliability engineering , mathematics , geomorphology , aerospace engineering , mathematical analysis , physics , structural basin , thermodynamics
Saline silty clay soil (SSCS) is the stochastic spatio-temporal separation of a common territory, which changes under conditions of natural and man-made impact on the salt component of soil. The research methodology of SSCS is proposed here. The design parameters determined by the proposed methodology allow to take into account the entire spectrum of changes in the properties of the SSCS in the base for the standard service life of the designed facility at the design stage, and, therefore, to select reliable geotechnology for construction of the designed facility, thereby ensuring its reliable operation.