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Publications tagged with [analysis]

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Research on a 3-D numerical model of tunnelling is described. This includes a building and a simulation of tunnel construction processes. Interactions between the building and the ground are investigated. Settlement, and structural damage, is studied as the ...
Reference: Twelfth European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam, Netherlands, 1999-6-7 to 1999-6-10
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 ...
Reference: Twelfth European Conference on Soil Mechanics and Geotechnical Engineering (Proceedings), Amsterdam, Netherlands, 1999
A nonlinear two dimensional monotonic and cyclic undrained finite element analysis is carried out to investigate the stability of the Molikpaq offshore structrure at the Amauligak I-65 site in the Canadian Beaufort Sea
Reference: "Canadian Geotechnical Journal, Vol. 31, No. 5,<br/>pp. 649 - 660"