THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"

An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an increase in the depth of the soil layers is taken into account

concrete structure, nonrock base, the depth of the soil layers, finite element modelling, compression test, stress-strain state, stability, strength