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

Cover Page

Abstract


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

About the authors

O D Rubin

Email: info@niies.ru

P V Shestopalov

Email: info@ighrus.com

References

Statistics

Views

Abstract - 128

PDF (Russian) - 131

Cited-By



Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings



This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies