APPLICATION OF THE NUMERICAL METHOD OF BORDER ELEMENTS IN APPLIED RESEARCHES THE BEHAVIOR OF THE RING FOUNDATION

Authors

  • Alla Morgun Vinnytsia National Technical University
  • Roksolana Malachkovska Vinnytsia National Technical University

Keywords:

numerical method of boundary elements, ring foundation, stress-deformed state

Abstract

Obtaining the initial forecast data for calculating the bearing capacity of ring foundations - technically feasible and
rational variants of foundation structures of the tower type structures, is one of the actual directions of foundation
engineering.
The deformation of the granular soil environment is carried out with the mutual slipping of the grains, and under
conditions of high pressures - and with a fragile destruction. For substantiation of design solutions of soil bases
calculations are possible only with the help of modern numerical methods and computers.
In the work on the numerical method of boundary elements (MGE), a forecast of nonlinear deformation of the ring
foundation of a tower chimney is carried out

Author Biographies

Alla Morgun, Vinnytsia National Technical University

dr. sciences, professor, head of the department of construction, urban and architecture

Roksolana Malachkovska, Vinnytsia National Technical University

post-graduate student of the department of construction, urban and architecture

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Published

2018-05-30

How to Cite

[1]
A. Morgun and R. Malachkovska, “APPLICATION OF THE NUMERICAL METHOD OF BORDER ELEMENTS IN APPLIED RESEARCHES THE BEHAVIOR OF THE RING FOUNDATION”, СучТехнБудів, vol. 24, no. 1, May 2018.

Issue

Vol. 24 No. 1 (2018)

Section

SOIL MECHANICS AND FOUNDATIONS

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License

Copyright (c) 2018 Alla Morgun, Roksolana Malachkovska

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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