Please use this identifier to cite or link to this item: http://hdl.handle.net/1893/2228
Appears in Collections:Management, Work and Organisation Conference Papers and Proceedings
Peer Review Status: Refereed
Authors: Oraee, Kazem
Hosseini, Navid
Gholinejad, Mehran
Contact Email: sko1@stir.ac.uk
Title: Seismic analysis of horseshoe tunnels under dynamic loads due to earthquakes
Editors: Aziz, N
Citation: Oraee K, Hosseini N & Gholinejad M (2010) Seismic analysis of horseshoe tunnels under dynamic loads due to earthquakes In: Aziz N (ed.) 10th Underground Coal Operators' Conference, University of Wollongong & the Australasian Institute of Mining and Metallurgy, 2010, University of Wollongong: The Australasian Institute of Mining and Metallurgy. 10th Underground Coal Operators' Conference 2010, Wollongong, Australia, pp. 140-145.
Issue Date: 2010
Series/Report no.: Coal Operators' Conference
Conference Name: 10th Underground Coal Operators' Conference 2010
Conference Location: Wollongong, Australia
Abstract: Due to seismic events, such as earthquakes, the elastic waves propagate through a medium. The impact of these waves on underground structures is to provide dynamic forces and moments that may affect the stability of underground structures. The aim of this paper is to analyse the effects of seismic loads on the stability of horseshoe tunnels. As a case study, the stability state of the main access entry to C1 coal seam of Tabas collieries in Iran are analyzed using Phase2 software in static and dynamic states. It is often assumed that the effect of earthquakes on underground structures such as tunnels is negligible but the results of this study show that the stress caused by seismic loads can be harmful to the tunnel stability. It is concluded that the stress and displacement balance of forces around the tunnel are adversely affected and due to redistribution of these forces that create undue concentration in some areas, instability occurs in the tunnel. The paper also concludes that increasing the stiffness of the support system can increase the effect of the seismic loads. The analysis provided in this paper together with the conclusions obtained can serve as useful tools for the tunnel design engineers, especially in areas susceptible to seismic phenomena.
Type: Conference Paper
Status: Publisher version
Rights: The publisher has granted permission for use of this conference paper in this Repository. The conference paper was first published in the 10th Underground Coal Operators' Conference, University of Wollongong & the Australasian Institute of Mining and Metallurgy, 2010 by the University of Wollongong / The Australasian Institute of Mining and Metallurgy on Research Online: http://ro.uow.edu.au/coal
URI: http://hdl.handle.net/1893/2228
URL: http://ro.uow.edu.au/coal/327/
Affiliation: Management Work and Organisation
Islamic Azad University
Islamic Azad University

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