Tunneling-induced ground movements on Tehran Metro
SOIL MECHANICS AND FOUNDATION ENGINEERING, cilt.49, sa.4, ss.132-138, 2012 (SCI-Expanded, Scopus)
- 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.