Civil engineering

INTERACTION OF FOUNDATIONS IN RAMMED FOUNDATION PITS WITH ELASTIC-PLASTIC FOUNDING

Authors

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

Keywords

mode of deformation, method of boundary element, load-bearing capacity

Abstract

With the use of numerical method of border elements there has been solved the pin task of interaction of pile in the rammed foundation pit with expansion in the lower part with the ground founding and it has emphasized, that such piles have bearing capacity due to the considerable increase of strength and deformation descriptions of soils of close-settled zones.

461 131

How to Cite

[1]
“INTERACTION OF FOUNDATIONS IN RAMMED FOUNDATION PITS WITH ELASTIC-PLASTIC FOUNDING”, Вісник ВПІ, no. 2, pp. 14–18, May 2017, Accessed: Oct. 06, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/2025

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

Post-Graduate Student of the Chair of Building, Municipal Economy and Architecture

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