A complex variable solution for stress and displacement field around a lined circular tunnel at great depth

DOI10.1002/nag.749zbMath1273.74314OpenAlexW2031854052MaRDI QIDQ2856361

Shu-Cai Li, Ming-Bin Wang

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.749

zbMATH Keywords

complex variable methodtunnellinerrelative rigidity and thickness

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Complex-variable methods applied to problems in solid mechanics (74S70)

Related Items (13)

Numerical solutions for tunnels excavated in strain-softening rock masses considering a combined support system ⋮ Complex variable solutions for tunnel excavation at great depth in visco-elastic geomaterial considering the three-dimensional effects of tunnel advance ⋮ Analytic stress solutions for a lined circular tunnel under frictional slip contact conditions ⋮ Complex variable solutions for forces and displacements of circular lined tunnels ⋮ An analytical solution for stress and displacement field for arbitrarily positioned twin-tunnel excavation at great depth ⋮ The elastic solution of a radial heterogeneous cylinder subjected to non-uniform distributed normal and tangential loads ⋮ Analytic solutions for twin tunneling at great depth considering liner installation and mutual interaction between geomaterial and liners ⋮ Semi-analytical solution for stress and displacement of lined circular tunnel at shallow depths ⋮ An analytical solution for time-dependent stress field of lined circular tunnels using complex potential functions in a stepwise procedure ⋮ A complex variable solution for rectangle pipe jacking in elastic half-plane ⋮ Analytical solutions for lined circular tunnels in viscoelastic rock considering various interface conditions ⋮ An analytical solution for sectional estimation of stress and displacement fields around a shallow tunnel ⋮ Analytical approach to estimating the influence of friction slip contact between surrounding rock and concrete lining on mechanical response of deep rheological soft rock tunnels

Cites Work

• Unnamed Item
• Unnamed Item
• Unnamed Item
• Deformations of an elastic half plane with a circular cavity
• A semi-analytical elastic stress--displacement solution for notched circular openings in rocks.
• A complex variable solution for a deforming buoyant tunnel in a heavy elastic half-plane

This page was built for publication: A complex variable solution for stress and displacement field around a lined circular tunnel at great depth