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.

Downloads

Abstract views: 163

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

Metrics

Downloads

Download data is not yet available.

License

Authors who publish with this journal agree to the following terms:

  • Authors retain copyright and grant the journal right of first publication.
  • Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
  • Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).

Most read articles by the same author(s)

1 2 3 > >>