برآورد شاخص آسیب‌پذیری ساختمان‌ها در ارتباط با حفاری تونل‌های شهری

[1] New, B. M. and O’ReilIy, M. P. 1991. Tunneling induced ground movements; Predicting their magnitude and effects. Proceedings of the 4th International Conference on Ground Movements and Structures, invited review paper, Cardiff, Pentech Press, London, July 7, 1991, 671-697.##[2] Zhang, L., Wu, X., Zhu, H., & AbouRizk, S. M. 2017. Perceiving safety risk of buildings adjacent 41 to tunneling excavation: An information fusion approach. Automation in Construction, 73, 88- 101.##[3] Foroughi, M.,Tarigh Azali, S., Karimi M., Oruji, M., Mirmehrabi, S. 2012. Building Risk Assessment for Safe Tunnelling in an urban area Case study: Tehran metro line7 (East-West lot). world Tunnelling Congress, Bangkok.##[4] Loganathan, N., 2011. An innovative method for assessing tunnelling-induced risks to adjacent structures, Parsons Brinckerhoff Inc. New York, United States.##[5] Peck, R. B. 1969. Deep excavations and tunneling in soft ground. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, State-of-the-art volume, Mexico city, 1969, 225-290.##[6] Dzegniuk, B., Hejmanowski, R. and Sroka, A., 1997, November. Evaluation of the damage hazard to building objects on the mining areas considering the deformation course in time. In Proceedings of Xth international congress of the international society for mine surveying (pp. 2-6).##[7] Chiriotti, E. and Grasso, P.: Porto Light Metro System, Lines C, S and J. Compendium to the Methodology Report on Building Risk Assessment Related to Tunnel Construction. Normetro – Transmetro, Internal technical report (in English and Portuguese), 2001.##[8] Saeidi, A., Deck, O. and Verdel, T., 2009. Development of building vulnerability functions in subsidence regions from empirical methods. Engineering Structures, 31(10), pp.2275-2286.##[9] Giardina, G., Hendriks, M.A. and Rots, J.G., 2015. Damage functions for the vulnerability assessment of masonry buildings subjected to tunneling. Journal of Structural Engineering, 141(9), p.04014212.##[10] Sahel Consulting Engineers. 2009. Engineering services of Tehran Metro Line 7 tunnel project, East-West lot, Mechanized excavation method. Tehran. (In Persian)##[11] Sahel Consulting Engineers. 2012. Engineering geology and geotechnical studies of Qom metro project path. (In Persian)##[12] Sahel Consulting Engineers. 2010. Engineering geological and geotechnical studies of the tunnel path (East-West lot). Tehran. (In Persian)##[13] Boscardin M. D. and Cording E. J. 1989. Building Response to Excavation-Induced Settlement, Journal of Geotechnical Engineering, American Society of Civil Engineers, Vol. 115, No. 1, pp. 1-21.##[14] Burland, J.B. Broms, J.B. and de Mello, V.F.B. 1977. Behavior of foundations and structures on soft ground. Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering (SMFE), Tokyo, Japan, July 10- 15, 1977, 495-546.b ##[15] Rankin, W. J. 1988. Ground movements resulting from urban tunneling: Predictions andv effects. Engineering Geology of Underground Movements. 5, 79-92.