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).

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