Tunneling-induced ground movements on tehran metro

Hamid Chakeri; Alireza Talebinejad; Mahdi Moosavi; Bahtiyar Ünver

doi:10.1007/s11204-012-9180-x

Tunneling-induced ground movements on tehran metro

Hamid Chakeri
, Alireza Talebinejad
, Mahdi Moosavi
, Bahtiyar Ünver

Maden İşletmesi Anabilim Dalı

Hacettepe University
University of Tehran

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

1 Alıntı (Scopus)

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.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	132-138
Sayfa sayısı	7
Dergi	Soil Mechanics and Foundation Engineering
Hacim	49
Basın numarası	4
DOI'lar	https://doi.org/10.1007/s11204-012-9180-x
Yayın durumu	Yayınlandı - 1 Eyl 2012

Belgeye Erişim

10.1007/s11204-012-9180-x

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Bundan alıntı yap

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title = "Tunneling-induced ground movements on tehran metro",

abstract = "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.",

author = "Hamid Chakeri and Alireza Talebinejad and Mahdi Moosavi and Bahtiyar {\"U}nver",

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year = "2012",

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doi = "10.1007/s11204-012-9180-x",

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TY - JOUR

T1 - Tunneling-induced ground movements on tehran metro

AU - Chakeri, Hamid

AU - Talebinejad, Alireza

AU - Moosavi, Mahdi

AU - Ünver, Bahtiyar

PY - 2012/9/1

Y1 - 2012/9/1

N2 - 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.

AB - 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.

UR - https://www.scopus.com/pages/publications/84867510795

U2 - 10.1007/s11204-012-9180-x

DO - 10.1007/s11204-012-9180-x

M3 - Article

AN - SCOPUS:84867510795

SN - 0038-0741

VL - 49

SP - 132

EP - 138

JO - Soil Mechanics and Foundation Engineering

JF - Soil Mechanics and Foundation Engineering

IS - 4

ER -

Tunneling-induced ground movements on tehran metro

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