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

Division of Mining Management

Hacettepe University
University of Tehran

Research output: Contribution to journal › Article › peer-review

1 Citation (Scopus)

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.

Original language	English
Pages (from-to)	132-138
Number of pages	7
Journal	Soil Mechanics and Foundation Engineering
Volume	49
Issue number	4
DOIs	https://doi.org/10.1007/s11204-012-9180-x
Publication status	Published - 1 Sept 2012

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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.",

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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

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JO - Soil Mechanics and Foundation Engineering

JF - Soil Mechanics and Foundation Engineering

IS - 4

ER -

Tunneling-induced ground movements on tehran metro

Abstract

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