numerical analysis of longitudinal and transverse surface settlement induced by epb tunneling- a case study: shiraz subway tunnels reza rahmannejad; mahdi esfandiary; eshagh namazi; hamed jamshidi             determination of the racking reduction factor for an incomplete ellipse shaped tunnel considering the soil-structure interaction mohammad reza momenzadeh; mohammad reza mansoori; armin azi...

The interaction mechanism between a two-lane shield tunnel and an existing during oblique underpass is matter of widespread concern in the engineering community, knowledge this area remains crude. In construction subway tunnels mountainous cities with huge topographical fluctuations, internal forces deformations are inevitable tunnels. To verify applicability technology empirical parameters to ...

In some subsurface urban development projects, bedrock faults intersecting with the tunnel path are inevitable. Due to high costs of it is necessary study behavior such concrete structures under fault movement risks. Using an advanced 3D numerical finite difference code and a plastic hardening constitutive model for soil, this paper examined performance straight oblique segmented Tabriz Subway ...