Tunneling-induced ground movements on Tehran Metro

Chakeri H., Talebinejad A., Moosavi M., Unver B.

SOIL MECHANICS AND FOUNDATION ENGINEERING, cilt.49, sa.4, ss.132-138, 2012 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 49 Sayı: 4
  • Basım Tarihi: 2012
  • Doi Numarası: 10.1007/s11204-012-9180-x
  • Dergi Adı: SOIL MECHANICS AND FOUNDATION ENGINEERING
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.132-138
  • Hacettepe Üniversitesi Adresli: Evet

Özet

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.