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Tunneling-induced ground movements on Tehran Metro
Tunnels constructed in soft soils give rise to displacements in existing structures surrounding the tunnel. Results are presented for a study conducted to estimate ground movements induced by protracted construction of Line 7 on the Tehran Metro, and compare them with data acquired with use of empirical finite-difference methods on a 3D model.
Tunneling-induced ground movements on Tehran Metro
Tunnels constructed in soft soils give rise to displacements in existing structures surrounding the tunnel. Results are presented for a study conducted to estimate ground movements induced by protracted construction of Line 7 on the Tehran Metro, and compare them with data acquired with use of empirical finite-difference methods on a 3D model.
Tunneling-induced ground movements on Tehran Metro
Chakeri, Hamid (Autor:in) / Talebinejad, Alireza (Autor:in) / Moosavi, Mahdi (Autor:in) / Ünver, Bahtiyar (Autor:in)
2012
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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