PRINCIPLES OF SOIL SCHEMATICS FOR CONSTRUCTING A CALCULATION GEOMECHANICAL MODEL

• E.A. Kim

  Institute of Mechanical Science, Automation and Geomechanics of National academy of Sciences K.R

  Author

The article considers the engineering-geological schematization of soils with the aim of constructing a computational geomechanical model based on the principle of combining engineering-geological elements of the EGE into computational soil elements of the RGE. The possibility of combining several EGEs was tested using statistical processing of the strength properties of soils based on Student's and Fisher's criteria. This schematization of soils allows for a larger lithological section, statistical processing of soil test results over a wider sampling range, and, consequently, a reliable assessment of the safety of a geotechnical facility.

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