Zobrazeno 1 - 10
of 129
pro vyhledávání: '"Emeriault Fabrice"'
Publikováno v:
E3S Web of Conferences, Vol 382, p 24006 (2023)
This paper presents, an in situ monitoring of the behaviour of a partially saturated soil, subjected to an unloading stress path resulting from excavations. The study case is a 30m deep excavation for the construction of a metro station, The aim of t
Externí odkaz:
https://doaj.org/article/e35dc78fbcc64c6cabd652c51c6f67d3
Autor:
Esnault Filet Annette, Gutjahr Ira, Garandet Aurélie, Viglino Amandine, Béguin Rémi, Monier Jean-Michel, Oxarango Laurent, Emeriault Fabrice, Castanier Perthuisot Sabine
Publikováno v:
E3S Web of Conferences, Vol 195, p 05001 (2020)
Biocalcification is a recent in-situ soil consolidation solution. It is obtained by calcite precipitation under controlled biogeochemical conditions. The industrial process, for whose implementation Soletanche Bachy holds several patents, has been va
Externí odkaz:
https://doaj.org/article/717835777d0048d9be683d3f34313738
Autor:
Abbas Mohammad, Kunhappan Deepack, Dadda Abdelali, Geindreau Christian, Emeriault Fabrice, Esnault-Filet Annette, Garandet Aurelie
Publikováno v:
E3S Web of Conferences, Vol 195, p 05005 (2020)
The mechanical efficiency of the biocementation process is directly related to the microstructural properties of the biocemented soil, such as, the volume fraction of calcite, its distribution within the pore space (whether localized at the contact b
Externí odkaz:
https://doaj.org/article/d3d08497f33f4fc1a6e5baeb1451c5fb
Publikováno v:
E3S Web of Conferences, Vol 92, p 13005 (2019)
A technical solution for tidal turbine foundation in granite seabed consists of grouted steel piles. The piles would be subjected to cyclic loading due to the severe service conditions. The mechanical behaviour at the interface between the pile and t
Externí odkaz:
https://doaj.org/article/616f8d7e51a244958253927bf70edac9
Autor:
Deiros Quintanilla Ivan, Combe Gaël, Emeriault Fabrice, Toni Jean-Benoît, Voivret Charles, Ferellec Jean François
Publikováno v:
EPJ Web of Conferences, Vol 140, p 07009 (2017)
Aggregates constituting ballast layer wear due to the continuous passage of trains and during the necessary maintenance operations of the track. In order to develop efficient solutions for ballasted tracks design and maintenance, a proper knowledge o
Externí odkaz:
https://doaj.org/article/6711a91ca5d5451a975e266bf9d8a253
Publikováno v:
In Geotextiles and Geomembranes October 2024 52(5):912-924
Autor:
Sarkis, Marilyn, Abbas, Mohammad, Naillon, Antoine, Emeriault, Fabrice, Geindreau, Christian, Esnault-Filet, Annette
Publikováno v:
In Computers and Geotechnics September 2022 149
Publikováno v:
In Journal of Rock Mechanics and Geotechnical Engineering February 2020 12(1):197-211
Publikováno v:
In Tunnelling and Underground Space Technology incorporating Trenchless Technology Research January 2019 83:153-164
This paper is focused on soil subsidence of small extend and amplitude caused by tunnel boring or the collapse of underground cavities, whether natural or man-made. The impact of the movements of the ground on existing structures is generally dramati
Externí odkaz:
http://arxiv.org/abs/0810.5297
