[1] Fangyi, Z.(2006). An integrated framework for tunnel shaft construction and site layout optimization. Master thesis, University of Alberta, Edmonton.
[2] Glenn,M. (2012). shaft design and construction . http://www.Tunnel business magazine , 5 Apr.
[3] Sigle,O.,& stacherl,s. (2004). Design of TBM work shaft and TBM launching chamber, tunnelling and underground space technology ,19, 485-486.doi: 10.1016/J.tust.2004.02.127.
[4] Tatiya, Ratan. (2005). (Tatiya, 2005). Thomas Telford; London, Reston, VA: Distributed in the USA by ASCE Press.
[5] Maidl, B.,& Herrenknecht, M., & Anheuser, L. (1996). Mechanised shield tunnelling. Berlin: Ernst und Sohn.
[6] Japan Society of Civil Engineers. (1996). Japanese Standard for Shield Tunneling. The third edition.
[7] Dott, I., & Mancinelli, L. (2005). evaluation of superficial settlements in low overburden tunnel TBM excavation: numerical approaches. Geotechnical and geological engineering, 23, 263-271.
[8] Vervoorn, R. (2005). Wall support for raise bored shafts. Master thesis, Delf University of technology.
[9] ITA working group. (2008). conventional tunneling, report of the working group 19, ww.ita.aites.org.
[10] Terada,Y.; Tuji,T., (2011). EPB Shield Tunneling for Twin Tunnels with Shallow Overburden under Railway in Operation. http://www. Tunnel web English.stec.net, 12 December.
[11] Lunardi , P. (2008) .design and construction of tunnels . © 2008 Springer-Verlag Berlin Heidelberg. ISBN978-3-540-73874-9.
[12] Kasper, T.,& Meschke, G. (2004).A 3D finite element simulation model for TBM tunnelling in soft ground. Int. J. Numer. Anal. Meth. Geomech, 28, 1441-1460.doi:10.1002/nag.395.
[13] Mroueh, H.,& Shahrour, I. (2003). A full 3-D finite element analysis of tunneling–adjacent structures Interaction. Computers and Geotechnics, 30, 245-253.doi:10.1016/S0266-352X(02)00047-2
[14] Lambrughi, A.,& Medina, L. (2012).Development and validation of a 3D numerical model for TBM-EPB mechanized excavations. Computers and Geotechnics, 40, 97-113. doi:10.1016/J.compgeo.2011.10.004.
[15] Kasper, T., & Meschke. G. (2006). A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling. Computers and Geotechnics, 33, 234-247. doi:10.1016/j.compgeo.2006.04.004.
[16] Guglielmetti,V.,& Grasso,P.,& Mahtab,A. ( 2008 ). Mechanized Tunnelling in Urban Areas . Taylor & Francis Group, London, UK,pp. 212-215.ISBN: 978-0-415-42010-5.
[17] Russo, G. (2003). Evaluation the required face- support pressure in EPBs advance mode. Gallerie e Grandi Opere Sotterrananee n.71-Dicembre.
[18] Broere, W.(2001). Tunnel face stability and new CPT applications. PhD Thesis, Technical university of Delft.
[19] Jancsecz, S., & Steiner, W.,(1994) .Face Support for a Large Mix-Shield in Heterogeneous Ground Condition. Tunneling 94, London, England.Springer Link.
[20] Blom, C.B.M., 2002. Design philosophy of concrete linings for tunnels in soft soils. PhD thesis, Delf university
[21] Teachavorasinskun, S., Chub-uppakarn, T., 2010. Influence of segmental joints on tunnel lining. Tunnelling and Underground Space Technology. 25, 490–494
[22] Koyama, Y. (2003) .Present status and technology of shield tunneling method in Japan. Tunneling and Underground Space Technology, 18, 145-159. PII: S0886-7798(03)00040-3.
[23]داورپناه، سید مرتضی. (1390). بررسی تاثیر حفاری تمام مقطع تونلهای مترو تبریز بر روی نشست ساختمانهای مجاور. پایاننامه کارشناسی ارشد، مهندسی معدن، دانشگاه صنعتی سهند.
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