Numerical analysis of K0 to tunnels in rock masses exhibiting strain-softening behaviour (Case study in Sardasht dam tunnel, NW Iran)
Journal Title: International Research Journal of Applied and Basic Sciences - Year 2013, Vol 4, Issue 6
Abstract
This paper presents the results of numerical analysis of K0 (h/v) to tunnels excavated in rock masses obeying Hoek–Brown failure criterion with strain-softening post-failure behaviour. The numerical analysis was investigated in the Sardasht dam tunnel in north-west of Iran.
Authors and Affiliations
Vahid Hosseinitoudeshki| Department of Civil Engineering Zanjan Branch Islamic Azad University Zanjan Iran,toudeshki@gmail.com
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- EP ID EP5505
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