Tunnels and Metro Polises Edited by A.Negro Jr & A. Prinzl & A.R.A Gomes “The requirement of Protective measure for building affected by ground movements due to shield Tunneling in soft ground” Proc. Finally, Results of modeling and in situ measurements compared for verification.ĭigital Object Identifier (DOI): doi.org/10.5281/zenodo.1335824 Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Then this tunnel was modeled using the commercial finite deference software FLAC-3D. At first, surface settlements of this tunnel were measured in situ. In this paper, one single Tehran Metro Tunnel (at west of Hor square, Jang University Street) was selected. Back analysis of built tunnels that their settlements magnitude is available, could aid the designers to have a more accuracy in future projects. An important aspect of planning for shallow tunneling under urban areas is the determination of likely surface movements and interaction with existing structures.
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