Unified solutions for stresses and displacements around circular tunnels using the unified strength theory

DOI10.1007/S11431-010-3224-0zbMath1386.74020OpenAlexW2034631527MaRDI QIDQ617171

Changguang Zhang, Junhai Zhao, Jiang-Feng Wang

Publication date: 21 January 2011

Published in: Science China. Technological Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-010-3224-0

zbMATH Keywords

different definitions for elastic strainsdifferent Young's modulusintermediate principal stressUnified Strength Theory

Mathematics Subject Classification ID

Theory of constitutive functions in solid mechanics (74A20) Equations linearized about a deformed state (small deformations superposed on large) (74B15)

Cites Work

• Unified analytical solutions for a circular opening based on non-linear unified failure criterion
• The significance of \(J_ 3\) to the prediction of shear bands
• Stresses and Displacements around a Cylindrical Cavity in Soft Rock

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