Numerical modeling of ground settlement control of large span underground metro station in Tehran Metro using Central Beam Column (CBC) structure

Author:

Valizadeh Kivi A.,Sadaghiani M.H.,Ahmadi M.M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference17 articles.

1. Abaqus, 2008. Analysis Users Manual. Ver. 6.8-1, Dassault Simulia Corp., RI.

2. Augarde, C.E., Burd, H.J., Houlsby, G.T., 1998. Some experience of modeling tunneling in soft ground using three-dimensional finite elements. In: Proceedings, 4th European Conf. on Numerical Methods in Geotechnical Engineering, Springer, Verlag, pp. 603–612.

3. Displacement control in tunnels excavated by the NATM 3-D numerical simulations;Farias;Tunnelling and Underground Space Technology,2004

4. Effects of different tunnel face advance excavation on the settlement by FEM;Karakus;Tunneling and Underground Space Technology,2003

5. Karakus, M., Fowell, F., 2004. In: Proceedings of an Insight into the New Austrian Tunneling Method (NATM), Regional Rock Mechanics Symposium, Turkey, pp. 147–159.

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