4Seki J,Noda K,Washizawa E, et al. Effect of bench length on stability of tunnel face[J]. Tunneling and Ground Conditions, 1994,10(2) : 21-31.
5Lunardi P,Bindi R. The evolution of reinforcement of the advance core using fiber glass elements for short and long term stability of tunnels under difficult stress-strain conditions: design, technologies and operating methods [C]//In: Proc. 12th Int. Conf. AITES-ITA 2001 World Tunnel. Milan: MILANITALY Press, 2001 :309-322.
6Zangerl C. Eberhardt E. Ground S. Settlements above tunnels in fractured crystalline rock: numerical analysis of coupled hydromechanical mechanisms [J]. Hydrogeology Journal, 2003, 11 : 162-173.
9Ebrahimy,Y.,S.M.AbouRizk,S.Fernando,et al.Simulation modeling and sensitivity analysis of a tunneling construction project’s supply chain[J].Engineering,Construction and Architectural Management,2011,18(5):462-480.