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Numerical and analytical investigation of ground surface settlement due to subway excavation

Citation

Hosseini, SAA and Mohammadnejad, M and Hoseini, SM and Mikaeil, R and Tolooiyan, A, Numerical and analytical investigation of ground surface settlement due to subway excavation, Geosciences, 2, (6) pp. 185-191. ISSN 2163-1697 (2012) [Refereed Article]


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Copyright Statement

Copyright 2012 Scientific & Academic Publishing

Official URL: http://article.sapub.org/10.5923.j.geo.20120206.06...

DOI: doi:10.5923/j.geo.20120206.06

Abstract

In the congested urban areas, tunnelling close to existing structures often occurs due to the lack of space. Consequently, tunnelling-induced ground movements may cause serious damage to the adjacent structures. Ground surface settlement caused by tunnel excavation varies in magnitude and trend depending on several factors such as tunnel geometry, ground conditions, etc. There are several empirical, semi-empirical equations and numerical methods available to estimate ground surface settlement associated with excavation activities, however among these methods most of empirical and semi-empirical based methods do not simultaneously take all the relevant factors in the complex condition into account. In complex conditions, numerical methods can be used for resulting accurate predictions. In this paper, ground movement in a highly populated region of Iranís capital city, Tehran, induced by excavation and construction of 7th line of Tehran subway has been investigated. It was aimed to analyse the ground displacements and surface settlement which has been induced by tunnelling using Earth Pressure Balance-Shield Tunnel Boring Machine. The analysis was performed by Finite difference Method (FDM) using FLAC3D FDM package. Results from performed numerical analysis show good agreement with obtained results from analytical and empirical methods. In addition, effect of some important factors such as tunnel geometry and ground properties on ground surface settlement has been investigated. Obtained results indicate that ground surface settlement is more sensitive to tunnel geometry rather than height of tunnel placement.

Item Details

Item Type:Refereed Article
Keywords:ground surface settlement, subway, Finite Difference Method, FLAC3D
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Civil Geotechnical Engineering
Objective Division:Expanding Knowledge
Objective Group:Expanding Knowledge
Objective Field:Expanding Knowledge in Engineering
UTAS Author:Tolooiyan, A (Dr Ali Tolooiyan)
ID Code:129514
Year Published:2012
Deposited By:Engineering
Deposited On:2018-12-04
Last Modified:2019-01-14
Downloads:13 View Download Statistics

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