Abstract
The design of tunnel lining, including the effects of the actual shear stresses at the interface between ground and lining, can be expected to differ very significantly from more crude approaches. A set of simplified constitutive laws based on experimental evidence are proposed to model the interface behavior. The results of a finite element analysis of a tunnel excavated in a stratified rock mass and subjected to internal pressure is presented.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: International Journal of Rock Mechanics and Mining Sciences
Paper Title
Journal
Date
