Optimizing Sequential Excavation Method for Ground Settlement Control in Tehran Subway Tunnel Line 6

The present study aims to investigate the excavation method, excavation sequence, and optimum trailing distance between excavation stages of the tunnel face to control ground settlement caused by constructing the Tehran Subway Tunnel-Line 6 in the northern part. To this end, 3D numerical modeling is...

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Veröffentlicht in:	Geotechnical and geological engineering 2024-07, Vol.42 (5), p.3595-3614
Hauptverfasser:	Aghajari, Meysam, Dehghan, Ali Naghi, Lajevardi, Seyed Hamid
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Constraining Construction Deformation Distance Dredging Earth and Environmental Science Earth Sciences Excavation Geology Geotechnical Engineering & Applied Earth Sciences Ground based control Hydrogeology Methods New Austrian Tunnelling Method Numerical analysis Numerical models Optimization Original Paper Sequences Stress distribution Subway tunnels Terrestrial Pollution Tunnels Urban areas Waste Management/Waste Technology
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