STRESS AND STRAIN STATE OF A SEMI-PLANE UNDER A LOAD WITH AN INCREASING TRIANGULAR LOAD DISTRIBUTION

Authors

  • А.А. Amanaliev Institute of Geomechanics and Subsurface Development, National Academy of Sciences of the Kyrgyz Republic Author
  • B. Zhumabaev Institute of Geomechanics and Subsurface Development, National Academy of Sciences of the Kyrgyz Republic Author

Keywords:

Stress-strain state, half-plane, triangular load diagram, isotropic body, anisotropic medium, complex potentials, rocks, Mathcad

Abstract

This paper investigates the stress-strain state of isotropic and anisotropic half-planes under a load with an increasing triangular stress pattern. Using complex potentials and Hooke’s law, analytical solutions for the stress components and relative strains are obtained. Calculations were performed for transversely isotropic rock masses (gray sandy shale) using Mathcad. The authors constructed stress distribution diagrams in horizontal and vertical sections, as well as deformation isolines, which allow for the analysis of patterns in the state of rock masses and structural foundations as a function of depth.

References

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Published

2026-06-01