PREDICTING THE BEHAVIOR OF FOUNDATION STRUCTURES BY METHOD OF BOUNDARY ELEMENTS

Authors

  • A. S. Morhun Vinnytsia national technical University
  • S. P. Berchak Vinnytsia national technical University

Keywords:

boundary element method, the stress-strain state, bearing capacity of pile field, plasticity, dilatancy

Abstract

In the article by the numerical method of boundary elements of the predicted behavior of the
Foundation structure (pile field) 10- storey residential building. Defined stress-deformative condition and
bearing ability of the two variants of pile fields, including engineering-geological conditions of
construction sites and selected the best option, which takes into account the consumption of the main
building materials. Study the behavior of piles in nonlinear stage of their work is conducted with the
involvement of the plastic flow theory and modern dilatancy the theory of porous media.

Author Biographies

A. S. Morhun, Vinnytsia national technical University

doctor of technical Sciences, Professor, head of Department of industrial and
civil construction

S. P. Berchak, Vinnytsia national technical University

student

References

1. Моргун А. С. Комп’ютерні технології розрахунку фундаментних конструкцій на основі методу граничних елементів / А. С. Моргун, І. М. Меть, А. В. Ніцевич. – ВНТУ, Вінниця,
2009. – 161 с.
2. Бреббия К. Методы граничных элементов / К. Бреббия, Ж. Теллес, Л. Вроубел; перевод
с англ. – М.: Мир, 1987. – 524 с.

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How to Cite

[1]
A. S. Morhun and S. P. Berchak, “PREDICTING THE BEHAVIOR OF FOUNDATION STRUCTURES BY METHOD OF BOUNDARY ELEMENTS”, СучТехнБудів, vol. 16, no. 1, pp. 17–22, Oct. 2014.

Issue

Vol. 16 No. 1 (2014)

Section

BUILDING CONSTRUCTION

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