-Moller, S. and Vermeer , P., (2010). Tunneling and Underground Space Tmechnology, Vol.23, pp. 461-475.
-Suwansawat , S., (2002). Earth Pressure Balance (EPB) shield Tunneling in Bangkok: Ground response and prediction of surfaceSettlements Using Artificial Neural Networks. Doc. Of Science in Civil and Env. Eng., Massachusetts institute of Technology.
- Cilingir, U. and Gopal Madabhushi, S. (2011). A model study on the effects of input motion on the seismic behaviour of tunnels. Soil Dynamics and Earthquake Engineering, Vol.31, No.3, pp.12-35.
-Fabozzi, S., Licata, V., Autuori, S., & Bilotta, E. (2017). Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy). Underground Space, Vol.2, No.2, pp. 45-61
- Bao, X., Xia, Z., and Ye, G. (2017). Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground. Tunnelling and Underground Space Technology, Vol.6, No.6., pp.35-52.
-Zhou H, Meng F, Zhang C, Hu D, Yang F, Lu J. (2015). Analysis of rockburst mechanisms induced by structural planes in deep tunnels. Bulletin of Engineering Geology and the Environment, Vol.74, No.4, pp.1435-1451.
-Manouchehrian A. and Cai M. (2016). Simulation of unstable rock failure under unloading conditions. Canadian Geotechnical Journal, Vol.53, No.1, pp.22-34.
- Zhang, Z. and Huang, M. (2014). Geotechnical inuence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil, Computers and Geotechnics, Vol.56, pp.121-132.