Relationship between rectification moment and angle of shield based on numerical simulation
- 53 Downloads
- 1 Citations
Abstract
The finite element method is used to simulate the rectification process of shield machine, to study the relationship between rectification moment and angle and to explore the influence laws of different soil parameters and buried depth on rectification moment. It is hoped that the reference value of rectification moment can be offered to operator, and theoretical foundation can be laid for future automatic rectification technology. The results show that the rectification moment and angle generally exhibit good linear behavior in clay layers with different soil parameters or buried depths, and then the concept of rectification coefficient, that is, the ratio of rectification angle to rectification moment, is proposed; different soil parameters and buried depths have different influences on rectification coefficient, in which elastic modulus has great influence but others have little influences; the simulations of rectification process are preformed in clay layers with different elastic modulus, and fitting results show that elastic modulus and rectification coefficient present the quadratic function relation.
Key words
finite element method; rectification moment rectification angle elastic modulusPreview
Unable to display preview. Download preview PDF.
References
- [1]ZHENG Xiang-hong. On the deviation and control of shield attitude [J]. West-China Exploration Engineering, 2006(1): 162–163. (in Chinese)Google Scholar
- [2]WU Li, QU Fu-zheng. Discrete element simulation of mechanical characteristic of conditioned sands in earth pressure balance shield tunneling [J]. Journal of Central South University of Technology, 2009, 16: 1028–1033.CrossRefGoogle Scholar
- [3]YUE Ming, WEI Jian, SUN Wei, GUO Zheng-gang. Dynamic mechanism and key rectification techniques of shield machine in the vertical plane [C]// Intelligent Robotics and Applications. Heidelberg: Springer, 2009: 412–422.CrossRefGoogle Scholar
- [4]ZHENG Yi, ZHAO Guo-xiong, SUN Sheng. High speed objects impaction research by finite element method [J]. Journal of Mechanical Strength, 2003, 25(1): 36–38. (in Chinese)Google Scholar
- [5]LEE K M, ROWE R K. Finite element modeling of the three-dimensional ground deformations due to tunneling in son cohesive soils: Pant I. Method of analysis [J]. Computers and Geotechnics, 1990, 10(2): 87–109.CrossRefGoogle Scholar
- [6]LEE K M, ROWE R K. An analysis of three-dimensional ground movements: The thunder bay tunnel [J]. Canadian Geotechnical Journal, 1991, 28(1): 25–41.CrossRefGoogle Scholar
- [7]EXADAKTYLOS G E, STAVROPOULOU M C. A closed-form elastic solution for stresses and displacements around tunnels [J]. International Journal of Rock Mechanics & Mining Sciences, 2002, 39: 102–110.CrossRefGoogle Scholar
- [8]BRASSING H E, BEZUIJEN A. Modelling the grouting process around a tunnel lining in a geotechnical centrifuge [C]// Proceeding of the 15th International Conference on Soil Mechanics and Geotechnical Engineering. Istanbul, Turkey: 2001: 1455–1458.Google Scholar
- [9]ZHANG Hong-zhou, GE Ke-shui, ZHAI Jian-hua. Research on ANSYS method for shield-driven tunnel earth’s surface settlement pre-estimating [J]. Liaoning Communication Science and Technology, 2006(10): 62–64. (in Chinese)Google Scholar
- [10]SUN Jun. Soil disturbance and the environmental stability control in urban areas under shield tunneling [C]// 2nd China-Japan Joint Symposium on Recent Development of Theory and Practice in Geotechnology. Hong Kong, China: 1999: 9–10.Google Scholar
- [11]WANG Zhong-shun, SHI Ye-fei. Finite element analysis of the shield tunnel segment [J]. Journal of Zhejiang Vocational and Technical Institute of Transportation, 2005, 6(3): 43–46. (in Chinese)Google Scholar
- [12]XU Li-juan. Study on influencing factors of transverse seismic response of shield tunnel [D]. Suzhou: Suzhou University of Science and Technology, 2008. (in Chinese)Google Scholar
- [13]DRUCKER D C. Definition of stable inelastic material [J]. Journal of Applied Mechanics-Transactions of the ASME, 1959, 26(1): 101–106.MathSciNetMATHGoogle Scholar
- [14]ZHANG Hong-zhou, ZHANG Jin-wei, ZHAI Jian-hua. ANSYS method for deduction of parameters of equivalent circular zone of shield tunnel [J]. Tunnel Construction, 2006, 26(5): 8–10. (in Chinese)MathSciNetGoogle Scholar