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ANALYSIS OF TUNNEL-INDUCED SETTLEMENT DAMAGE TO SURFACE STRUCTURES (1999)
Tunnel-induced settlements may be predicted empirically for greenfield sites, but surface structures modify these movements. Two-dimensional models, often used in practice, neglect the effect of transients as the tunnel is excavated, and do not allow realistic models of buildings. Research on a 3-D numerical model of tunnelling is described. This includes a building and a simulation of tunnel construction processes.
Reference:
Twelfth European Conference on Soil Mechanics and Geotechnical Engineering (Proceedings), Amsterdam, Netherlands, 1999
Twelfth European Conference on Soil Mechanics and Geotechnical Engineering (Proceedings), Amsterdam, Netherlands, 1999
Organization:
Oxford University, UK
UK
Oxford University, UK
UK
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