Civil engineering

Boundary element method in calculations of bearing capacity of circular and round in terms of foundation structures

Authors

A. S. Morhun
Vinnytsia National Technical University ROR
O. V. Franchuk
Vinnytsia National Technical University ROR

Keywords

boundary element method round and circular foundation Mises–Shleicher–Botkin theory

Abstract

Comparison of bearing capacity of the base of round and circular foundations on the basis of calculation by the numerical method of boundary elements. More economical option of foundation construction is developed.
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How to Cite

[1]
“Boundary element method in calculations of bearing capacity of circular and round in terms of foundation structures”, Вісник ВПІ, no. 5, pp. 11–14, Nov. 2010, Accessed: Oct. 03, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/1297

Author Biographies

A. S. Morhun, Vinnytsia National Technical University
завідувач кафедри промислового та цивільного будівництва
O. V. Franchuk, Vinnytsia National Technical University
студентка Інституту будівництва, теплоенергетики та газопостачання

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