Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Giulia M. B. Viggiani"'
Publikováno v:
Géotechnique. :1-41
Displacement-based approaches have been proven to be effective for the seismic design of gravity retaining structures. However, application of these methods to embedded flexible walls, such as Anchored Steel Sheet Pile (ASSP) walls, is still an open
Publikováno v:
Album of Porous Media ISBN: 9783031237997
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e34ed64d686ddb4548c3ae4313141ca
https://doi.org/10.1007/978-3-031-23800-0_23
https://doi.org/10.1007/978-3-031-23800-0_23
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures
Autor:
Giorgia Giardina, Nunzio Losacco, Matthew J. DeJong, Giulia M. B. Viggiani, Robert J. Mair, J. Nick Shirlaw, Storer J. Boone
Publikováno v:
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 176(1)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::019fcd58fceacef2b760a080fd1a7b3e
http://resolver.tudelft.nl/uuid:1a59b4a5-4ace-4843-983d-695eb7fb1d73
http://resolver.tudelft.nl/uuid:1a59b4a5-4ace-4843-983d-695eb7fb1d73
Autor:
Andrea Franza, Giulia M. B. Viggiani
Publikováno v:
Franza, A & Viggiani, G M B 2022, ' Closure to "role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling" by Andrea Franza and Giulia M. B. Viggiani ', Journal of Geotechnical and Geoenvironmental Engineering, vol. 148, no. 8, 07022018 . https://doi.org/10.1061/(ASCE)GT.1943-5606.0002859
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aca07753738028943d542af623fca4d7
https://pure.au.dk/portal/da/publications/closure-to-role-of-shear-deformability-on-the-response-of-tunnels-and-pipelines-to-single-and-twin-tunneling-by-andrea-franza-and-giulia-m-b-viggiani(c79d7b97-89ce-418e-851f-f303677c0321).html
https://pure.au.dk/portal/da/publications/closure-to-role-of-shear-deformability-on-the-response-of-tunnels-and-pipelines-to-single-and-twin-tunneling-by-andrea-franza-and-giulia-m-b-viggiani(c79d7b97-89ce-418e-851f-f303677c0321).html
An innovative yet extremely simple approach to reduce the seismic vulnerability of existing buildings on shallow foundations is to remove the lateral contact between the embedded foundation and the surrounding soil. This paper compares the dynamic re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4c994603c2dd0b3150b2de6f12363a49
https://hdl.handle.net/11588/907729
https://hdl.handle.net/11588/907729
Autor:
Giulia M. B. Viggiani, Riccardo Conti
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af93c1a0d653a7cec9aefec4ecdccb08
https://doi.org/10.1007/978-3-031-11898-2_12
https://doi.org/10.1007/978-3-031-11898-2_12