Finite Element 3D Simulation Experiment on Shield Excavation
DOI:
https://doi.org/10.54097/jceim.v11i1.9880Keywords:
Shield technology, Finite element, 3DAbstract
Shield technology is widely used in subway excavation projects, and the excavation of soil causes surface settlement, which affects the normal use and safety of the tunnel itself and surface buildings. Using Abaqus, a large general-purpose finite element software, a three-dimensional excavation finite element model of the shield tunnel is established, and the dynamic excavation process of the shield tunnel is finely simulated to derive the soil displacement settlement law during the shield excavation, and to discuss the influence of the change of the simulated values of the post-shield grouting pressure and support pressure on the maximum settlement (uplift) of the ground surface. The conclusions of the study have important theoretical and practical engineering significance.
References
J.Yuan. Finite element analysis of surface and soil deformation induced by shield construction [D]. Tianjin: Tianjin University, 2008. (in Chinese)
A.Z Lu, B.S Jiang, C.A. You. Research on the range of finite element mesh division in displacement inverse Analysis [J]. Chinese Journal of Civil Engineering, 1999, 32(1): 26-30.
F.X. Zhang, H.H Zhu, D.M. Fu. Shield tunnel [M]. Beijing: People's Communications Press, 2004.
Y.LI.Three-dimensional numerical simulation and experimental study of shield construction deformation [D]. Tianjin: Tianjin University, 2004.
W.B. Zhou, Shield Tunnel Construction Technology and Application [M]. Beijing: China Building and Construction Press, 2004.
J.H. Qian, Z.Z. Yin Geotechnical Principles and Calculation [M]. Beijing: Water Resources and Hydropower Press, 2nd edition, 1996
K.M. Lee, R. K. Rowe. An analysis for three- dimensional ground movements.the Thunder Bay tunnel[J]. Canada Geotech, 1991, 28:25-41.
Finno.R.J, Clough. G.W. Evaluation of Soil R esponse to EPB Shield Tunnelling[J]. Journal of Geotechnical Engineering, 1985,111(2): 157-173.
B.F. Zhu Principle and Application of Finite Element Method [M]. Beijing: China Water Resources and Hydropower Press, 1998.
X. Zhang, X.L. Ding, S.C. Li Secondary development of Duncan-Chang Model in Abaqus Finite Element Analysis software [J]. Journal of Yangtze River Scientific Research Institute, 2005,18(4): 46-51.