Civil engineering

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

Authors

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

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.

510 119

How to Cite

[1]
“PREDICTION OF DEFORMABILITY OF BORED PILES WITH EXPANDED BASE BY METHOD OF BOUNDARY ELEMENTS”, Вісник ВПІ, no. 6, pp. 7–10, Feb. 2017, Accessed: Oct. 06, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/1979

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

Most read articles by the same author(s)

1 2 3 > >>