Open AccessDetermining the depth of plugging a pile with one layer of struts or anchors
Author(s) -
В. П. Кожушко,
Sergey Krasnov
Publication year - 2021
Publication title -
vestnik harʹkovskogo nacionalʹnogo avtomobilʹno-dorožnogo universiteta
Language(s) - English
Resource type - Journals
eISSN - 2521-1773
pISSN - 2219-5548
DOI - 10.30977/bul.2219-5548.2021.95.0.224
Subject(s) - pile , geotechnical engineering , groove (engineering) , layer (electronics) , coulomb friction , intensity (physics) , stability (learning theory) , coulomb , structural engineering , mechanics , geology , materials science , engineering , computer science , mechanical engineering , physics , optics , composite material , nonlinear system , quantum mechanics , machine learning , electron
The aim of the proposed work is to develop a simplified version of determining the depth of plugging a pile with one layer of struts or anchors. When setting the problem, the scheme by E.K. Jacobi was offered, which suggests, that the deepening of the wall should be such as to ensure the stability of the wall against soil protrusion. Methodologically, the problem is solved analytically. The calculations take into account the active and passive soil pressures, the intensity and shape of whose plots is determined using Coulomb's theory. Comparative results of the depth of pile plugging obtained by the simplified method and the method currently used in the calculations of single pile fences with one layer of fasteners are presented. It is shown that the depth of pile plugging and groove calculation made in a simplified way does not practically differ from the depth of wall immersion calculated by the existing method.