Civil engineering

Theoretical basis of assessment problem solving stress-strain state of the system «vibrated soil-cement element—basis»

Authors

T. M. Nesterenko
Poltava National Technical Yuriy Kondratyuk University
V. I. Marchenko
Poltava National Technical Yuriy Kondratyuk University

Keywords

програмний комплекс PLAXIS ґрунтоцементні палі

Abstract

Calculation and evaluation of the stability of bored piles and soil-cement piles are presented in the paper. PLAXIS is the program, which is designed to calculate the deformation and stability of geotechnical structures by finite element method solving the elastic-plastic problem of nonlinear soil mechanics.
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How to Cite

[1]
“Theoretical basis of assessment problem solving stress-strain state of the system «vibrated soil-cement element—basis»”, Вісник ВПІ, no. 3, pp. 21–26, Jun. 2014, Accessed: Oct. 12, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/924

Author Biographies

T. M. Nesterenko, Poltava National Technical Yuriy Kondratyuk University
Assistant of the Chair of Extraction of Oil and Gas and Geotechnic
V. I. Marchenko, Poltava National Technical Yuriy Kondratyuk University
Cand. Sc. (Eng), Assistant of the Chair of Extraction of Oil and Gas and Geotechnic