Open AccessDiscrete and continuous models in calculating the bearing capacity of soil massifs reinforced with geosynthetics
Author(s) -
Игнат Субботин
Publication year - 2020
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/2308-0191-2020-8-4-28-36
Subject(s) - bearing capacity , subsoil , geotechnical engineering , geosynthetics , composite number , bearing (navigation) , anisotropy , structural engineering , shear strength (soil) , geology , soil water , engineering , soil science , materials science , computer science , composite material , physics , quantum mechanics , artificial intelligence
The article discusses continuous and discrete models of the soil environment on the examples of calculations under the action of a strip load with surcharge on a plane. The options for calculating both slopes and soil base for foundations in natural, artificial and composite environments are considered. A theoretical method for calculating the bearing capacity of a composite medium of a subsoil that is anisotropic in shear resistance is presented. Formulas and graphs of the results of calculating the compared soil conditions are given and their quantitative assessment of strength in comparison with the natural environment is given.