Considerations on the design of cut-and-cover tunnels

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.


Published in:
ELU-ULS 2006 - Symposium international sur les états limites ultimes des ouvrages géotechniques, 379-386
Presented at:
ELU-ULS 2006 - Symposium international sur les états limites ultimes des ouvrages géotechniques
Year:
2006
Publisher:
Marne-la-Vallée, France, ELU-ULS 2006 - Symposium international sur les états limites ultimes des ouvrages géotechniques
Keywords:
Laboratories:




 Record created 2007-09-12, last modified 2018-01-28

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