Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Emmanuel Bourgeois"'
Autor:
Nicolas BERTHOZ, Denis BRANQUE, Agathe MICHALSKI, Wassim MOHAMAD, Emmanuel BOURGEOIS, Alain LE KOUBY, Fabien SZYMKIEWICZ, Antoine RALLU
Publikováno v:
Data in Brief, Vol 47, Iss , Pp 108971- (2023)
A major full-scale experiment (the TULIP - Tunneling and Limitations on the Impact on Piles - research project) was conducted in 2020 on Line 16 of the Grand Paris Express project (France). Its objective was to analyze the tunnel boring machine-soil-
Externí odkaz:
https://doaj.org/article/71027b6632f841ec8f7e4795197722ad
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9783031073045
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ace52d69ebbbacfa1d9875affbca2fd2
https://doi.org/10.1007/978-3-031-07305-2_47
https://doi.org/10.1007/978-3-031-07305-2_47
Autor:
Wassim Mohamad, Emmanuel Bourgeois, Alain Le Kouby, Fabien Szymkiewicz, Agathe Michalski, Denis Branque, Nicolas Berthoz, Laurent Soyez, Charles Kreziak
Publikováno v:
Tunnelling and Underground Space Technology. 124:104492
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebad18d52e0d488398ffc3d91de2e61e
https://doi.org/10.1016/j.tust.2022.104492
https://doi.org/10.1016/j.tust.2022.104492
Autor:
Omar Moreno Regan, Emmanuel Bourgeois, Patrice Chatellier, Alain Desbordes, Jean-François Douroux, Anne-Sophie Colas
Publikováno v:
International Journal of Architectural Heritage. 12:195-215
A significant proportion of the Paris metro tunnels comprise a masonry vault built out of stone blocks and mortar joints, and sidewalls and slabs made of unreinforced concrete. In order to ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b74216e08466cd2dc101aa9c3dce643
https://doi.org/10.1080/15583058.2017.1388883
https://doi.org/10.1080/15583058.2017.1388883
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 41:1285-1303
Summary The dynamic response of a mechanically stabilized earth wall to the passing of a high-speed train is modelled using the finite element method. A three-dimensional analysis is carried out, using a specific framework that allows performing the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de1f91d08000c7a46d149d5312d12d12
https://doi.org/10.1002/nag.2674
https://doi.org/10.1002/nag.2674
Publikováno v:
Computers and Geotechnics
Computers and Geotechnics, Elsevier, 2019, 110, pp 114-121. ⟨10.1016/j.compgeo.2019.02.017⟩
Computers and Geotechnics, Elsevier, 2019, 110, pp 114-121. ⟨10.1016/j.compgeo.2019.02.017⟩
This paper presents an analysis of the influence of the umbrella arch on the settlements induced by shallow tunneling, based on three-dimensional finite element simulations using CESAR-LCPC. The approach takes into account the actual geometry of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d83ab4e484c71473e812d93001288eea
https://hal.archives-ouvertes.fr/hal-03100182
https://hal.archives-ouvertes.fr/hal-03100182
Publikováno v:
Mécanique des sols et géotechnique.
La modelisation numerique avec la methode des elements finis ou des differences finies a pris une place grandissante dans les procedures de justification des ouvrages geotechniques, a la fois pour la verification des etats limites de service et pour
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9749930478872081da356b0779b5394
https://doi.org/10.51257/a-v1-c258
https://doi.org/10.51257/a-v1-c258
Autor:
Anne Sophie Colas, Jean-François Douroux, Omar Moreno Regan, Patrice Chatellier, Emmanuel Bourgeois, Alain Desbordes
Publikováno v:
Computers and Geotechnics
Computers and Geotechnics, Elsevier, 2017, 83, pp.132-141. ⟨10.1016/j.compgeo.2016.10.024⟩
Computers and Geotechnics, Elsevier, 2017, 83, pp.132-141. ⟨10.1016/j.compgeo.2016.10.024⟩
This paper presents an approach developed to study the behavior of the masonry vaulted tunnels in order to evaluate the serviceability state and failure load. An appropriate homogenization technique is used to simulate the global anisotropic behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e04ba3a752162f58d3ce3ea8c7cdc0f5
https://hal.archives-ouvertes.fr/hal-01475247v3/document
https://hal.archives-ouvertes.fr/hal-01475247v3/document
Publikováno v:
Geomechanics and Tunnelling. 7:469-480
Construction of the 3300m long Chamoise Tunnel in the French Jura Mountains had to overcome long sections of swelling marls beneath an overburden of 400m. During the design phase a reconnaissance gallery of 9m2 was driven to investigate the geologica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79848901174a2c5b04a7f0dbf58b4b1a
https://doi.org/10.1002/geot.201400034
https://doi.org/10.1002/geot.201400034
Publikováno v:
Computers and Geotechnics
Computers and Geotechnics, Elsevier, 2012, 46, pp.26-38. ⟨10.1016/j.compgeo.2012.05.015⟩
Computers and Geotechnics, Elsevier, 2012, 46, pp.26-38. ⟨10.1016/j.compgeo.2012.05.015⟩
International audience; The behavior of vertically loaded raft foundations, strengthened by a large group of floating piles, is investigated by means of a multiphase approach, where special emphasis is put on the ground-pile interactions, which play
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::42dab5cf1309f7eddb3a37c4d0510a23
https://doi.org/10.1016/j.compgeo.2012.05.015
https://doi.org/10.1016/j.compgeo.2012.05.015