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conference paper
Considerations on the design of cut-and-cover tunnels
2006
ELU-ULS 2006 - Symposium international sur les états limites ultimes des ouvrages géotechniques
The communication shows an alternative for introducing soil-structure interaction in the analysis of cut-and-cover tunnels. An uncoupled method is illustrated through two examples representative of the situations found in practice. The main features of each case are presented and compared. The ultimate limit state behavior and the ductility of these structures are finally discussed.
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Plumey06.pdf
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openaccess
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109.36 KB
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Adobe PDF
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