Complex variable solutions for twin tunnelling at great depth in viscoelastic geomaterial considering the three-dimensional effects of tunnel faces

DOI10.1016/j.apm.2020.07.040zbMath1481.74721OpenAlexW3047745492MaRDI QIDQ822145

Fu-quan Chen, Da-yong Li, Luo-bin Lin, Yan-ping Lu

Publication date: 21 September 2021

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

Full work available at URL: https://doi.org/10.1016/j.apm.2020.07.040

zbMATH Keywords

three-dimensional effectsstress and displacementtunnel facestwin tunnellingviscoelastic geomaterial

Mathematics Subject Classification ID

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

Related Items (3)

Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints ⋮ Complex variable solutions for shallow twin tunnelling in visco-elastic geomaterial considering buoyancy effect and equivalent three-dimensional effects of tunnel faces ⋮ A semi-analytical method for frictional contact analysis between rock mass and concrete linings

Cites Work

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• Analytical expressions for stress and displacement fields in viscoelastic axisymmetric plane problem involving time-dependent boundary regions
• Analytical solutions for lined circular tunnels in viscoelastic rock considering various interface conditions
• Stress analysis in visco-elastic bodies
• STRESSES IN AN INFINITE PLATE WITH TWO UNEQUAL CIRCULAR HOLES
• General bi-harmonic analysis for a plate containing circular holes

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