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

DOI10.1016/J.APM.2022.09.012zbMath1505.74151OpenAlexW4295922803MaRDI QIDQ2110841

Nannan Zhao, Bo Yuan, Xinyuan Chen, Kui Wu, Zhushan Shao

Publication date: 23 December 2022

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

Full work available at URL: https://doi.org/10.1016/j.apm.2022.09.012

zbMATH Keywords

analytical solutioncomplex variable methodtime-dependent behaviordeep soft rock tunnelfriction slip contact

Mathematics Subject Classification ID

Contact in solid mechanics (74M15) Geophysical solid mechanics (74L05) Potentials, prospecting (86A20)

Related Items (1)

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

Cites Work

• Unnamed Item
• Unnamed Item
• An analytical solution for time-dependent stress field of lined circular tunnels using complex potential functions in a stepwise procedure
• A semi-analytical method for frictional contact analysis between rock mass and concrete linings
• 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
• A complex variable solution for stress and displacement field around a lined circular tunnel at great depth
• Analytical solutions of noncircular tunnels in viscoelastic semi-infinite ground subjected to surcharge loadings

This page was built for publication: 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