Civil engineering
Computer technology of calculation of high-rise structures piles field with increased pile step
Keywords
intense-deformed condition
soil
numerical modelling
method of boundary elements
Abstract
The problem dealing with interaction of piles field applying numerical method of boundary elements is considered. Increase of pile step as compared with recommended norms enables to obtain considerable economic effect without the reduction of carrying capacity of foundation structure.
How to Cite
[1]
“Computer technology of calculation of high-rise structures piles field with increased pile step”, Вісник ВПІ, no. 5, pp. 41–44, Nov. 2010, Accessed: Oct. 06, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/502
