Study on effect of segments erection tolerance and wedge-shaped segment on segment ring in shield tunnel

Author:

Chen Jun-sheng,Mo Hai-hong

Publisher

Zhejiang University Press

Subject

General Engineering

Reference7 articles.

1. Blom, C.B.M., van der Horst, E.J., Jovanovic, P.S., 1999. Three-dimensional structural analyses of the shield-driven “Green Heart” tunnel of the high-speed line south. Tunnelling and Underground Space Technology, 14(2): 217–224. [doi:10.1016/S0886-7798(99)00035-8]

2. DIGMC (Design Institute of Guangzhou Metro Corporation), 2002. Construction Documents Design of Line 3 of Guangzhou Track Traffic (in Chinese).

3. Kasper, T., Meschke, G., 2004. A 3D finite element simulation model for TBM tunnelling in soft ground. International Journal for Numerical and Analytical Methods in Geomechanics, 28(14):1441–1460. [doi:10.1002/nag.395]

4. Kiriyama, K., Kakizaki, M., Takabayashi, T., Hirosawa, N., Takeuchi, T., Hajohta, H., Yano, Y., Imafuku, K., 2005. Structure and construction examples of tunnel reinforcement method using thin steel panels. Nippon Steel Technical Report, 92:45–50.

5. Qin, J.S., Zhu, W., Chen, J., 2004. Study of dislocation of duct pieces and crack problems caused by shield attitude control. Construction Technology, 33(10):25–27 (in Chinese).

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