1. Effects of pipe roof supports and the excavation method on the displacements above a tunnel face;Hisatake;Tunnelling and Underground Space Technology,2008
2. Centrifugal model test of tunnel face reinforcement by bolting;Kamata;Tunnelling and Underground Space Technology,2003
3. Kimura, T., Mair, R.J., 1981. Centrifugal testing of model tunnels in soft clay. In: Proceedings of Tenth International Conference on Soil Mechanics and Foundation Engineering, vol. 1, pp. 319–322.
4. Mair, R.J., Gunn, M.J., O’reilly, M.P., 1981. Ground movements around shallow tunnels in soft clay. In: Proceedings of Tenth International Conference on Soil Mechanics and Foundation Engineering, vol. 1, pp. 323–328.
5. Sasaki, R., Takayama, T., Tsukada, M., Kimura, M., Torii, S., Nakagaki, H., 2001. Excavation monitoring of a large cross section tunnel underpassing an existing railway. In: Proceedings of Modern Tunneling Science and Technology, pp. 253–258.