Coupled analytical solutions for circular tunnels considering rock creep effects and time-dependent anchoring forces in prestressed bolts

Wendong Yang* (Corresponding Author), Xuepeng Wang, Ana Ivanovic, Xiang Zhang

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Original languageEnglish
JournalTunnelling and Underground Space Technology
Publication statusAccepted/In press - 26 Dec 2022

Keywords

  • tunnel
  • prestressed anchor bolt
  • rock creep
  • coupling effect
  • tunnel reinforcement
  • viscoelasticity

Cite this