WORK OF A TWO-SLOT FOUNDATION UNDER THE ACTION OF A VERTICAL LOAD ACCORDING TO THE RESULTS OF PHYSICAL AND NUMERICAL MODELING

Authors

  • Maksym Soroka Vinnytsia National Technical University
  • N. Blashchuk Vinnytsia National Technical University

DOI:

https://doi.org/10.31649/2311-1429-2024-2-80-87

Keywords:

physical modeling, small-scale models, numerical modeling, slotted foundation

Abstract

The article presents the results of physical modeling of slot foundations. The results of the research have established the dependence of the bearing capacity of slotted foundations on the length and spacing of the slots, and a qualitative assessment of the stress-strain state of the “slotted foundation-soil base” system has been obtained.

The results of the physical modeling were used to evaluate the performance of the foundation and soil base model in the Plaxis 3D Foundation software. Numerical modeling of the slotted foundation with different geometric

parameters was performed, 9 different schemes were considered. The dependence of the bearing capacity of the foundation on different distances between the slots and their different lengths was determined. The obtained modeling results indicate an increase in the bearing capacity of the slotted foundation (1.5-2 times) with an increase in the distance between the slots without increasing their length. This is due to the inclusion of soil, which is located between the slots.

Author Biographies

Maksym Soroka, Vinnytsia National Technical University

graduate student

N. Blashchuk, Vinnytsia National Technical University

candidate.

References

DBN V.2.1-10-2018 Osnovy I fyndamenty bydivel’ ta sporyd. Osnovni polojennya [Chynnyy vid 2019-01-01] К.: Minbud Ukrayiny, 2018. 42 s.

Osnovy I fyndamenty: samostiyna ta indyvidyal’na robota stydentiv. Ch.2. Proektyvannya osnov i fyndamentiv y osoblyvykh gryntovykh ymovakh dlya stydentiv special’nosti «Bydivnyctvo ta cyvil’na injeneriya» (navchal’niy posibnyk) / I.V. Mayevsʹka, N. V. Blaschyk. – Vinnytsya : VNTU, 2017. – 98 s.

Gerhard Girmscheid: Bauverfahren des Spezialtiefbaus. 15. Auflage, Eigenverlag der Eidgenössischen Hochschule, Zürich 2013.

Soroka M.V., Blaschyk N.V. Robota dvoschilynnogo fyndamenty pry dii vertykal’nogo navantajennya [Elektronyi resyrs] / Soroka M.V., Blaschyk N.V. // Materialy mijnarodnoi naykovo-tekhnichnoiy konferencii " Energoefectyvnist’ v galyzyakh ekonomiky Ukrayiny-2023", Vinnytsya, 21-23 lystopada, 2023 r. – Electron. tekst. dani. – 2023. – Rezhym dostupu: https://conferences.vntu.edu.ua/index.php/egeu/egeu2023/paper/view/19459

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Published

2025-06-13

How to Cite

[1]
M. Soroka and N. Blashchuk, “WORK OF A TWO-SLOT FOUNDATION UNDER THE ACTION OF A VERTICAL LOAD ACCORDING TO THE RESULTS OF PHYSICAL AND NUMERICAL MODELING”, СучТехнБудів, vol. 37, no. 2, pp. 80–86, Jun. 2025.

Issue

Section

SOIL MECHANICS AND FOUNDATIONS

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