Abstract
A three-dimensional finite element model has been developed at Oxford University to study the effects of subsidence from soft ground tunnelling on adjacent surface structures. Simulation of excavation and the ground loss associated with tunnelling are incorporated in the model. Surface buildings are also included, as groups of interconnected two-dimensional façades composed of an elastic no tension material, to model masonry. This paper describes the development, implementation and performance of procedures to model the tunnelling processes. A description is also given of the methods used to generate the finite element meshes and to post-process the data.
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References
Augarde, C.E. (1997). Numerical Modelling of tunnelling processes for assessment of damage to structures. D.Phil. Thesis, University of Oxford.
Augarde, C.E., H.J. Burd & G.T. Houlsby (1995). A three-dimensional finite element model of tunnelling. Numerical models in Geomechanics, Proc. NUMOG V, 457–462.
Brown, P. and J. Booker (1985). Finite element analysis of excavation. Computers and Geotechnics 1(3):207–220.
Burd, H.J., G.T. Houlsby, L. Chow, C.E. Augarde & G. Liu (1994). Analysis of settlement damage to masonry structures. Proc. 3 rd European Conf Numerical Methods in Geotechnical Engineering (ed. I.M. Smith), 203–208.
Burd, H.J., G.T. Houlsby, C.E. Augarde & G. Liu (1998). Prediction of tunnel-induced settlement damage to masonry structures. Oxford University Dept of Engineering Science Report OUEL 2162/98.
Hughes, T., A. Masud & I. Harari (1995). Numerical assessment of some membrane elements with drilling degrees of freedom. Computers and Structures 55: 297–314.
Liu, G. (1997). Numerical modelling of damage to masonry buildings due to tunnelling. D.Phil. Thesis, University of Oxford.
Mair, R.J., R.N. Taylor & J.B. Burland (1996). Prediction of ground movements and assessment of risk of building damage due to bored tunnelling, in Geotechnical aspects of underground construction in soft ground (ed. R.N. Taylor), 713–718.
Phaal, R. & C.R. Calladine (1992). A simple class of finite elements for plate and shell problems. II: An element for thin shells, with only translational degrees of freedom. Int. J. Num. Meth. Eng. 35: 979–996.
Potts, D.M. & T.I. Addenbrooke (1997). A structure’s influence on tunnelling-induced ground movements. Proc. ICE, Geotech. Engng, 125:109–125.
Rowe, R.K., K.Y. Lo & G.J. Kack (1983). A method of estimating surface settlement above tunnels constructed in soft ground. Can. Geotech. J., 20:11–22.
Yang, H., S. Saigal & D. Liaw (1990). Advances of thin shell finite elements and some applications — version 1. Computers and Structures 35(4):481–504.
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© 1998 Springer-Verlag Wien
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Augarde, C.E., Burd, H.J., Houlsby, G.T. (1998). Some Experiences of Modelling Tunnelling in Soft Ground Using Three-Dimensional Finite Elements. In: Cividini, A. (eds) Application of Numerical Methods to Geotechnical Problems. International Centre for Mechanical Sciences, vol 397. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2512-0_58
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DOI: https://doi.org/10.1007/978-3-7091-2512-0_58
Publisher Name: Springer, Vienna
Print ISBN: 978-3-211-83141-0
Online ISBN: 978-3-7091-2512-0
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