Open AccessInteraction of screw piles with the base
Author(s) -
Alexey Glushkov,
Vyacheslav Glushkov,
Ilya Glushkov
Publication year - 2021
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1928/1/012024
Subject(s) - pile , foundation (evidence) , geotechnical engineering , geotechnics , engineering , structural engineering , stress (linguistics) , base (topology) , nonlinear system , bearing capacity , field (mathematics) , geology , mathematics , physics , mathematical analysis , linguistics , philosophy , archaeology , quantum mechanics , history , pure mathematics
The article presents the results of the practical applications of screw piles foundations for block quick-assembly buildings and buildings made of a metal frame. The results of experimental and theoretical studies of foundations in various ground conditions are presented. A method for estimating the stress-strain state of screw pile foundations using nonlinear calculation methods is proposed. The influence of pile length and blade diameter on the change in displacements and load-bearing capacity in cohesive and non-cohesive soils on the effect of pushing and anchor loads is revealed. The nature of the distribution of stresses and deformations at the base of foundations made of screw piles is revealed. The article is useful for engineers, specialists and researchers in the field of soil mechanics, foundation engineering and geotechnics.