Abstract
With the development of the urban construction, the shield machine becomes more and more important as the main equipment to extend the underground space for the human being. In this paper, we investigate the dynamic mechanism of the shield machine in the vertical plane. Through this analysis, the basic requirement maintained balance of the shield machine while excavating is given. Meanwhile, the key rectification techniques about the deviation from the desired trajectory in vertical plane are discussed. This study is developed based on the engineering problems from which are frequently met in construction, and we hope to provide useful guidance to the actual excavating process.
This research was supported by grants from the Chinese National Basic Research Program (973 Program) (No. 2007CB714006).
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Sugimoto, M., Sramoon, A.: Theoretical Model of Shield Behavior During Excavation I: Theory. Journal of Geotechnical and Geoenvironmental Engineering 128(2), 138–155 (2002)
Sramoon, A., Sugimoto, M., Kouji, K.: Theoretical model of shield behavior during excavation II: Application. Journal of Geotechnical and Geoenvironmental Engineering 128(2), 156–165 (2002)
Roozbeh, K.: Advanced robotics in civil engineering and construction. In: Fifth International Conference on Advanced Robotics, Pisa, Italy, pp. 375–378 (1991)
Huang, Y.A., Xiong, Y.L.: Force Planning for Underground Articulated Robot. In: Proceedings of the First International Conference on Intelligent Robotics and Applications, pp. 64–74. Springer, Heidelberg (2008)
Song, Y., Tang, Y., Mu, G.H., Wang, G.: Monitoring of tunnel clearance displacements under condition of TBM construction. Chinese Journal of Rock Mechanics and Engineering 28(3), 621–627 (2009)
Gong, Q.M., Zhao, J., Zhang, X.H.: Performance prediction of hard rock TBM tunneling. Chinese Journal of Rock Mechanics and Engineering. 23(2), 4709–4714 (2004)
Saffet, Y.: Utilizing rock mass properties for predicting TBM performance in hard rock condition. Tunnelling and Underground Space Technology 23(3), 326–339 (2008)
Suchatvee, S., Einstein, H.H.: Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunneling. Tunnelling and Underground Space Technology 21(2), 133–150 (2006)
Sadaghiani, M.H., Aliari, Y.: Effect of EPB tunnelling on surface settlement. In: Annual Conference of the Canadian Society for Civil Engineering 2007, Yellowknife, NT, United states, pp. 1003–1012 (2007)
Vinai, R., Peila, D., Oggeri, C., Pelizza, S.: Laboratory tests for EPB tunnelling soil conditioning. In: 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises, Prague, Czech republic, pp. 273–278 (2007)
Farsakh, A., Murad, Y., Voyiadjis, G.Z.: Computational model for the simulation of the shield tunneling process in cohesive soils. International Journal for Numerical and Analytical Methods in Geomechanics 23(1), 23–44 (1999)
Wayne, C.G., Eric, L.: EPB shield tunneling in mixed face conditions. Journal of geotechnical engineering 119(10), 1640–1656 (1993)
Dieter, H., Lutz, T.: North-South Urban Light Railway Cologne - A challenge for planning and construction - Technical solutions for the accomplishment of the upcoming tasks concerning the tunnels. In: 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises, Prague, Czech republic, pp. 1161–1167 (2007)
Shen, J.Q., Jin, X.L., Wang, J.Y.: Three dimensional numerical simulation of shield tunneling through flood levee based on parallel computing. Journal of Shanghai Jiaotong University 42(8), 1296–1300 (2008)
Mo, H.H., Chen, J.S.: Study on inner force and dislocation of segments caused by shield machine attitude. Tunnelling and Underground Space Technology 23(3), 281–291 (2008)
Shen, S.L., Cai, F.X., Bai, T.H., Zhu, J.M.: Direction deviation control during Double-O-Tube (DOT) tunnel construction. In: The GeoShanghai Conference on Underground Construction and Ground Movement, Shanghai, China, pp. 185–192 (2006)
Mitsutaka, S., Aphichat, S., Shinji, K., Yutaka, S.: Simulation of shield tunneling behavior along a curved alignment in a multilayered ground. Journal of Geotechnical and Geoenvironmental Engineering 133(6), 684–694 (2007)
Hu, G.L., Gong, G.F., Yang, H.: Thrust hydraulic system of shield tunnel boring machine with pressure and flow compound control. Chinese Journal of Mechanical Engineering 42(6), 124–127 (2006)
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2009 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Yue, M., Wei, J., Sun, W., Guo, Z. (2009). Dynamic Mechanism and Key Rectification Techniques of Shield Machine in the Vertical Plane. In: Xie, M., Xiong, Y., Xiong, C., Liu, H., Hu, Z. (eds) Intelligent Robotics and Applications. ICIRA 2009. Lecture Notes in Computer Science(), vol 5928. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-10817-4_41
Download citation
DOI: https://doi.org/10.1007/978-3-642-10817-4_41
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-10816-7
Online ISBN: 978-3-642-10817-4
eBook Packages: Computer ScienceComputer Science (R0)