Civil engineering
Axisymmetric task of elasticity theory of piles calculations taking into account the action of radial stress
Keywords
intense-deformed condition
soil
numerical modelling
method of boundary elements
Abstract
The paper studies the influence of occurrence of horizontal displacements due to the action of vertical and horizontal loading on piles and expediency of the account in numerical calculation applying the method of boundary elements for radial stresses on size of bearing ability of a pile.
How to Cite
[1]
“Axisymmetric task of elasticity theory of piles calculations taking into account the action of radial stress”, Вісник ВПІ, no. 3, pp. 12–14, Nov. 2010, Accessed: Nov. 14, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/446
