Unified analytical solutions for a circular opening based on non-linear unified failure criterion

DOI10.1631/JZUS.A0900292zbMath1377.74016OpenAlexW1978498810MaRDI QIDQ621486

Sumit K. Garg

Publication date: 2 February 2011

Published in: Journal of Zhejiang University. Science A (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1631/jzus.a0900292

zbMATH Keywords

analytical solutiondilatancyintermediate principal stresselastic-brittle-plastic rocknon-linear unified failure criterion

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Stress (74A10)

Related Items (2)

Unified solutions for stresses and displacements around circular tunnels using the unified strength theory ⋮ Analytical method for elastic-brittle-plastic analysis of a circular tunnel in a non-hydrostatic in-situ stress field considering the unified strength criterion

Cites Work

• Determination of rock resistant coefficient based on Mohr-Coulomb criterion for underwater tunnel
• The significance of \(J_ 3\) to the prediction of shear bands
• Expansion of spherical cavity of strain-softening materials with different elastic moduli of tension and compression

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