Hello anyone!
I am reading some papers relative circular tunnel, but i don't know about no-slip and full-slip condition. Could anyone explain detail to me?
Thank in advance!
Some papers of Youssef M.A Hashash that I read:
1. Ovaling deformations of circular tunnels under seismic loading, an
update on seismic design and analysis of underground structures (page 347)
2. Seismic design and analysis of underground structures (page 270).