Methods for determining soil pressure on underground structures under seismic influences
DOI:
https://doi.org/10.56143/3030-3893-2026-1S-89-93Keywords:
Pressure, soil, normal and tangential stresses, seismic impact, seismic waves, prevailing period, quasistatic load, normal tangential stresses, extreme stresses, plane, stress concentrations, wave theory, seismodynamic theoryAbstract
This article examines methods for determining soil pressure on underground structures. Five methods for
determining ground pressure on underground structures were considered, and the calculation results were
compared and presented in the form of graphs. In conclusion, an analysis of the above-mentioned
methods for calculating the seismic resistance of underground structures was conducted and their
shortcomings were presented.
Downloads
Published
2026-02-18
Issue
Section
Статьи
How to Cite
Methods for determining soil pressure on underground structures under seismic influences. (2026). Международный научный журнал «Инженер», 1(1), 89-93. https://doi.org/10.56143/3030-3893-2026-1S-89-93
