STRESS DISTRIBUTION AROUND A TUNNEL WITH AN OVAL CROSS-SECTION

Authors

  • B.A. Botokanova Institute of Geomechanics and Subsoil Development of the National Academy of Sciences of the Kyrgyz Republic Author
  • B. Zhumabaev Botokanova Author

Keywords:

oval tunnel, stress distribution, plane elasticity problem, complex potentials, initial stress state, mesh partition, relative deformations

Abstract

This article examines mathematical modeling of the geomechanical state of the rock mass around an underground tunnel with an oval cross-section. The authors present a method for analytically calculating stress and strain components based on complex potentials of a plane elasticity problem. A comparative analysis of the stress field distribution at the computational grid nodes is conducted for two different spatial orientations of the tunnel—one with a horizontal and the other with a vertical major axis.

References

1. Жумабаев Б., Аманалиев А.А., Ботоканова Б.А. Методика и программа расчета напряжений вокруг тоннелей (выработок) // Современные проблемы механики сплошных сред. – 2012. – Вып. 15. – С. 102-111.

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Published

2026-08-26

Issue

Vol. 16 No. 2 (2012): СОВРЕМЕННЫЕ ПРОБЛЕМЫ МЕХАНИКИ СПЛОШНЫХ СРЕД

Section

Статьи

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