PREDICTION OF DEFORMABILITY OF BORED PILES WITH EXPANDED BASE BY METHOD OF BOUNDARY ELEMENTS

Authors

  • A. S. Morhun Vinnytsia National Technical University
  • V. Yu. Pliasovytsia Vinnytsia National Technical University

Keywords:

stress-strain state, method of boundary elements, load-bearing capacity

Abstract

Using the numerical method of boundary elements (MGE) there has been predicted the stress-strain state (SSS) of bored piles with or without extension to determine their bearing capacity.

Author Biographies

A. S. Morhun, Vinnytsia National Technical University

Dr. Sc. (Eng.), Professor, Head of the Chair of Building, Municipal Economy and Architecture

V. Yu. Pliasovytsia, Vinnytsia National Technical University

Researcher of the Chair of Building, Municipal Economy and Architecture, Director of the Building Company

References

1. Бойко И. П. Напряженно-деформированое состояние упруго-пластического дилатирующего основания свайных фундаментов / И. П. Бойко // Основания и фундаменты. — К. : Будівельник, 1986. — Вып. 19. — С. 79.
2. Бреббия К. Методы граничных элементов / Бреббия К., Телес Ж., Вроубел Л. ; пер. с англ. Л. Г. Корнейчука под ред. Э. И. Григолюка. — М. : Мир, 1987. — 524 с.
3. Моргун А. С. Комп’ютерні технології розрахунку фундаментних конструкцій на основі методу граничних елементів / А. С. Моргун, І. М. Меть, А. В. Ніцевич. — Вінниця : ВНТУ, 2009. — 162 с.
4. Романов Д. А. Фундаменты под объекты Украинского государственного музея истории Великой Отечественной войны / Д. А. Романов, Г. Н. Кислый // ОФМГ. — 1982. — № 4. — С. 8—10.

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Published

2017-02-03

How to Cite

[1]
A. S. Morhun and V. Y. Pliasovytsia, “PREDICTION OF DEFORMABILITY OF BORED PILES WITH EXPANDED BASE BY METHOD OF BOUNDARY ELEMENTS”, Вісник ВПІ, no. 6, pp. 7–10, Feb. 2017.

Issue

No. 6 (2016)

Section

Civil engineering

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