Methods for determining soil pressure on underground structures under seismic influences

Authors

DOI:

https://doi.org/10.56143/snymrv36

Keywords:

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 theory

Abstract

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.

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Published

2026-02-18

Issue

Vol. 1 No. 1 (2026): Engineer (Special Issue)

Section

Статьи