[1] Ocak, I., (2009). Environmental effects of tunnel excavation in soft and shallow ground with EPBM: the case of Istanbul. Environ Earth Sci: p. 347-352.
[2] Atkinson, H., and Potts, D. (1977). Settlement above Shallow Tunnels in Soft Ground. Journal of Geotechnical Engineering, ASCE. 103(4): 307- 325.
[3] Guglielmetti, V., Grasso, P., Mahtab, A., & Xu, S. (Eds.). (2008). Mechanized Tunnelling in Urban Areas: Design Methodology and Construction Control (1st ed.). CRC Press.
[4] M. Keshuan, D. Lieyun, (2008). Finite element analysis of tunnel–soil–building interaction using displacement controlled model, 7th WSEAS International Conference on Applied Computer and Aplied Computational Science, Vol. 3, no. 3, pp 73-82.
[5] Hesami, S., Ahmadi, S., Hasanzadeh, A. (2013). Ground Surface Settlement Prediction in Urban Areas due to Tunnel Excavation. Electronic journal of geotechnical engineering, 18.
[6] Oteo, C. and Moya, J. F., (1979) , Evaluacion de parametros del suelo de Madrid con relacion a la construccion de tunnels, In Proceedings of the 7th European Conference on Soil Mechanics and Foundation Engineering, Brighton, Vol. 3, pp. 239–247.
[7] Attewell, P.B., Yeates, J., and Selby. A.R. (1986). Soil Movements Induced by Tunneling and their Effects on Pipelines and Structures. New York, Blackie.
[8] Burland, J.B. (1997). Assessment of risk of damage to buildings due to tunneling and excavation. Earthquake Geotechnical Engineering. Roterdam: Belkema. 1189-1201.
[9] Burland, J.B., Broms, B.B., and de Mello, V.F.B. (1977). Behaviour of foundations and structures. State of the Art Report. Proceeding of 9th International Conference on Soil Mechanics and Foundation Engineering. Tokyo, Japan, 495-546.
[10] A.Mirhabibi, A. Soroush,(2012). Effect of surface buildings on twin tunneling-induced ground settlements. Tunneling and Underground Space Technology, vol. 29, pp. 40-51.
[11] Chou, W. I., and Bobet, A. (2002). Prediction of Ground Deformations in Shallow Tunnels in Clay. Tunnelling and Underground Space Technology. 17: 3-19
[12] Di Mariano, A., Persio, R., Gens, A., Castellanza, R., Arroyo, M. (2009). Influence of some EPB operation parameters on ground movements. 2 nd International Conference on Computational Methods in Tunnelling. 9-11 September 2009. Ruhr University Bochum, Aedificatio. 43-50
[13] H.Chakeri, Y.Ozcelik, B.Unver, (2013). Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB, Tunneling and Underground Space technology, Vol.36, pp 14-23.
[14] R.J. Mair, (1998). Geotechnical Aspects of Design Criteria for Bored Tunneling in Soft Ground,” Proceeding of Tunnels and Metropolises, Sao Paulo, Brazil, pp 183-199.
[15] Hou, J., Zhang, M.X., and Tu, M. (2009). Prediction of surface settlements induced by shield tunneling: An ANFIS model. In Geotechnical Aspects of Underground Construction in Soft Ground. Taylor & Francis Group, London. 551-554.
)