Zobrazeno 1 - 10
of 91
pro vyhledávání: '"Emilio Bilotta"'
Publikováno v:
Remote Sensing, Vol 15, Iss 10, p 2555 (2023)
The construction of tunnels in urban areas can affect the nearby existing infrastructures and buildings, as shallow excavations induce movements up to the ground surface. An important parameter to be monitored during the excavation is the volume loss
Externí odkaz:
https://doaj.org/article/b5d5c017326f4f79a733711a8d64427c
Autor:
Giuseppe Astuto, Fausto Molina-Gómez, Emilio Bilotta, António Viana da Fonseca, Alessandro Flora
Publikováno v:
Acta Geotechnica. 18:777-790
This work stems from the need to validate a technique for a reliably measurement of the degree of saturation (Sr) in deposits composed of sandy soils to improve their liquefaction resistance. The estimation of the degree of saturation of soil can be
Publikováno v:
Géotechnique 71(11), 1056-1070 (2021). doi:10.1680/jgeot.19.SiP.024
Geotechnique (2020). doi:10.1680/jgeot.19.SiP.024
info:cnr-pdr/source/autori:FILOMENA DE SILVA, STEFANIA FABOZZI, NIKOLAOS NIKITAS,EMILIO BILOTTA, RAUL FUENTES/titolo:Seismic vulnerability of circular tunnels in sand/doi:10.1680%2Fjgeot.19.SiP.024/rivista:Geotechnique/anno:2020/pagina_da:/pagina_a:/intervallo_pagine:/volume
Geotechnique (2020). doi:10.1680/jgeot.19.SiP.024
info:cnr-pdr/source/autori:FILOMENA DE SILVA, STEFANIA FABOZZI, NIKOLAOS NIKITAS,EMILIO BILOTTA, RAUL FUENTES/titolo:Seismic vulnerability of circular tunnels in sand/doi:10.1680%2Fjgeot.19.SiP.024/rivista:Geotechnique/anno:2020/pagina_da:/pagina_a:/intervallo_pagine:/volume
Géotechnique (2021). doi:10.1680/jgeot.19.SiP.024
Published by ICE Publishing, London
Published by ICE Publishing, London
Publikováno v:
International Journal of Architectural Heritage. 17:431-449
Archaeological buried structures have received less attention than aboveground historical structures, which seems evident given the visual impact of the latter. Archaeological structures present specific issues related to stability during excavation
Autor:
Emilio Bilotta
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Soil liquefaction has been often one of the most significant causes of damage to aboveground structures in urban areas during recent earthquakes, e.g. 2012 Emilia (northern Italy), 2011 Tohoku Oki (Japan) and particularly 2011 Canterbury-Christchurch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::412e1a5bd79e58af0e675df6624b3cd7
https://hdl.handle.net/11588/907753
https://hdl.handle.net/11588/907753
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:
Emilio Bilotta, Cedric Kechavarzi, Robert J. Mair, Paul Fidler, M. N. Pascariello, Matthew J. DeJong, Sinan Acikgoz
Fibre-optic sensing technologies provide the opportunity to measure detailed structural response in real time over long durations. This paper describes a first-of-its-kind application of Fibre Bragg Grating (FBG) measurement to monitor the impact of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1ec6c074046c520bc73408ee5a6d9e1a
https://hdl.handle.net/11588/907756
https://hdl.handle.net/11588/907756
Publikováno v:
Tunnelling and Underground Space Technology. 131:104845
Controlling building displacements induced by tunnelling is a major issue in densely urbanised areas, particularly for listed heritage structures. Major tunnelling projects provide opportunities to assess the ability of advanced numerical models to a