1Teruhisa N. A method for driving curved pipe-jacked tunnels[J].Tunneling and Underground Space Technology, 1996, 11(2): 3 - 25.
2Haslem R F. Pipe-jacking forces: from practice to theory[A]. In: Proc.ICE North Western Association Centenary Conference in Infrastructure Renovation and Waste Control[C]. Manchester:Manstock, 1986. 173.
3O'Reilly M P, Rogers C D F. Pipe jacking forces[A]. In: Proceedings of an International Conference on Foundations and Tunnels[C].Edinburgh: Engineering Technics Press, 1987.201.
4Norris P. The behaviour of jacked concrete pipes during site installation[Ph.D. Thesis][D].London: University of Oxford, 1992.
5Milligan G W E, Norris P. Pipe-soil interaction during pipe jacking[J].Geotechnical Engineering, 1999, 137(1): 27 - 44.
6候学渊 钱达仁 杨林德.软土工程施工新技术合肥[M].安徽科学技术出版社,1999..
7Jancsecz S, Steiner W. Face support for a large mix-shield in heterogeneous ground conditions[A]. Tunnelling 94, conference proeedings, Institution of Mining and Metallurgy and British Tunnelling Society[C]. London: Chapman and Hall, 1994. 531 -549.
8Jefferis S A. Slurrids, Grouts. Chapter 48 of Construction Materials Reference Book[M]. Doran D K. Oxford:Butterworth- Heinemann, 1992.
9Anagnostou, G. and Kovari, K. Face stability in slurry and EPB shield tunneling[J]. Tunnels and Tunnelling, 1996, 28(12): 27-29.
10Milligan G W E, Norris P. Pipe-soil interaction during pipe jacking. Proceedings of the Institution of Civil Engineers[J]. Geotechnicai Engineering, 1999, 137(1): 27-44.
