An analytical solution for time-dependent stress field of lined circular tunnels using complex potential functions in a stepwise procedure

DOI10.1016/j.apm.2019.09.025zbMath1481.74717OpenAlexW2974359022WikidataQ127196797 ScholiaQ127196797MaRDI QIDQ1988802

Hadi Haghgouei, Ali Reza Kargar

Publication date: 24 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.09.025

zbMATH Keywords

complex variable methodcorrespondence principletime-dependent behaviorlined circular tunnelstime discretization approach

Mathematics Subject Classification ID

Complex-variable methods applied to problems in solid mechanics (74S70)

Related Items (4)

Complex variable solutions for tunnel excavation at great depth in visco-elastic geomaterial considering the three-dimensional effects of tunnel advance ⋮ Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils ⋮ A semi-analytical method for frictional contact analysis between rock mass and concrete linings ⋮ 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

• Analytical solutions for lined circular tunnels in viscoelastic rock considering various interface conditions
• A complex variable solution for stress and displacement field around a lined circular tunnel at great depth
• Unnamed Item

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