Numerical Investigation on line 2 Tabriz Urban Railway Tunnel settlement due to possible excavations at the top of the Metro

Document Type : Original Article

Authors

1 Ph.D Student, Geotechnical Engineering, Department of Engineering, Razi University.

2 Associate Professor, Geotechnical Engineering, Department of Engineering, Razi University.

Abstract

Today, the foundation excavation for the construction of high-rise buildings, basements, parking lots, etc. is required. Because space is limited in urban areas. The aim of this study is to answer this question is that transformation that drilling in the Line 2 subway (Case Study) creates significant or negligible. Tunnel floor deformation and deformation from 62 mm to 113 mm from 16 mm to 58 mm Bore tunnel with the size of the underground drilling of the horizontal distance is variable.Today, the foundation excavation for the construction of high-rise buildings, basements, parking lots, etc. is required. Because space is limited in urban areas. The aim of this study is to answer this question is that transformation that drilling in the Line 2 subway (Case Study) creates significant or negligible. Tunnel floor deformation and deformation from 62 mm to 113 mm from 16 mm to 58 mm Bore tunnel with the size of the underground drilling of the horizontal distance is variable.

Keywords

References

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