Scientific Research and Essays

  • Abbreviation: Sci. Res. Essays
  • Language: English
  • ISSN: 1992-2248
  • DOI: 10.5897/SRE
  • Start Year: 2006
  • Published Articles: 2767

Full Length Research Paper

Subway station seismic consideration based on geotechnical study: A case study approach

  Vahed Ghiasi1, Husaini Omar2,Sina Kazemian3, Samad Ghiasi4, Bujang.K.Huat5, Ratnasamy Muniandy6, Moharam Baharvand7 , Seyed Ghavamoddin Hosaini8, Morteza Souri9, Arun Prasad10, Zainuddin b. Md. Yusoff 11 and Mehrdad Safaei12        
  1,2,5,6,11,12Department of Civil Engineering, Faculty of Engineering, University Putra Malaysia 43400, Serdang, Selangor, Malaysia. 1Department of Civil Engineering, Faculty of Engineering, University of Malayer, Iran 3Islamic Azad University ,Bojnourd Branch, Iran 4, 7, 8Tehran Urban and Suburban Railway Company(TUSRC),Iran, 9Islamic Azad University, Sciences and Research Branch, Tehran, Iran 10Department of Civil Engineering, Institute of Technology, Banaras Hindu University Varanasi – 221005, India
Email: [email protected]

  •  Accepted: 29 November 2010
  •  Published: 31 May 2011



Iran is a vast country with 1.6 million square kilometer area and more than 70 million inhabitants. Tehran, the capital of Iran, together with its satellite townships is home to more than one sixth of the country's population which make over 13 million, and mostly make motorized daily journeys. This work is based on the case study geotechnical investigation of a metro station in Tehran. The access gallery and tunnel inter-section problem is very sensitive and dangerous in critical zones and the necessity of the provision of tunnel lining has been discussed in this paper. This study is a concise case study which highlights the important soil parameters for designing of deep and shallow tunnels and substations. It shows the critical area for performance of tunnel intersection of and access galleries and the method to avoid collapse of the tunnel and access galleries while tunneling with a high safety. If boring of the access gallery and tunnel station, is made at the same time or the boring of the access gallery is carried out before the tunneling lining, the tunnel will be overburdened with loads leading to weakening of the access galleries crown, and its immediate collapse. One of the objectives of this paper is defining the seismic modeling of tunnel. Specifying the differences in seismic modeling using two softwares, PLAXIS and FLAC is another aim of this paper.


Key words: Tunnel, geotechnical investigation, seismic modeling, finite element method, finite difference method, Tehran, Iran.