Zobrazeno 1 - 10 of 74 pro vyhledávání: '"Fabrice Emeriault"'
1
Akademický článek
On the use of 1g physical models for ground movements and soil-structure interaction problems
Autor: Marwan Al Heib, Fabrice Emeriault, Huu-Luyen Nghiem
Publikováno v: Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 1, Pp 197-211 (2020)
The paper focusses on the use of physical modelling in ground movements (induced by underground cavity collapse or mining/tunnelling) and associated soil-structure interaction issues. The paper presents first an overview of using 1g physical models t
Externí odkaz: https://doaj.org/article/c902c9b31d3c40ad9ba3d9fa3faa7e0e
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2
Akademický článek
Effect of Horizontal Multidirectional Cyclic Loading on Piles in Sand: A Numerical Analysis
Autor: Orianne Jenck, Armita Obaei, Fabrice Emeriault, Christophe Dano
Publikováno v: Journal of Marine Science and Engineering, Vol 9, Iss 2, p 235 (2021)
Foundations of offshore and nearshore wind energy production systems are subjected to multidirectional and cyclic loads, due to the combined action of wind and waves and in the particular case of mutualized anchor foundations for floating wind turbin
Externí odkaz: https://doaj.org/article/eb054b6634aa436d82b1e522e9537235
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3
Laboratory Testing of a Model for Pipe Buried Into Sand Subjected to a Surface Loading
Autor: Antoine Mertz, Christophe Dano, Charles Fernandez, Orianne Jenck, Adrien Lebrun, Fabrice Emeriault
Publikováno v: Volume 3: Operations, Monitoring, and Maintenance; Materials and Joining.
A pipe buried into sand was subjected to a surface loading in order to study its mechanical behaviour. The test was conducted at small scale, in a tank filled with sand, while the pipe was instrumented with strain gauges and inner displacements senso
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::67db90242f950c4eac5694f77df3b54e
https://doi.org/10.1115/ipc2022-86098
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5
On the use of 1g physical models for ground movements and soil-structure interaction problems
Autor: Huu-Luyen Nghiem, Marwan Al Heib, Fabrice Emeriault
Publikováno v: Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 1, Pp 197-211 (2020)
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2020, 12 (1), pp.197-211. ⟨10.1016/j.jrmge.2019.07.006⟩
The paper focusses on the use of physical modelling in ground movements (induced by underground cavity collapse or mining/tunnelling) and associated soil-structure interaction issues. The paper presents first an overview of using 1g physical models t
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91a7b5c8d0d712bf278354087d46a472
http://www.sciencedirect.com/science/article/pii/S1674775518305778
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6
Field monitoring of the water pressure and displacement of a partially saturated expansive marl under an unloading stress path due to deep excavation
Autor: Missom Ouédraogo, Luc Boutonnier, Fabrice Emeriault, Dino Mahmutovic
Publikováno v: E3S Web of Conferences. 382:24006
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://explore.openaire.eu/search/publication?articleId=doi_________::bf03ebd7faeb0983b8381abcb58508ab
https://doi.org/10.1051/e3sconf/202338224006
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8
Discrete Numerical Modelling of a Cohesive Soil Layer Reinforced by Geosynthetic Sheet Using an Advanced Constitutive Law
Autor: Fabrice Emeriault, Pascal Villard, Maria Delli Carpini
Publikováno v: Challenges and Innovations in Geomechanics ISBN: 9783030645137
The occurrence of a sinkhole in an area may compromise the safety of the existing structures and infrastructures. Therefore preventive solutions are necessary. Recently, a coupled DEM-FEM numerical model has been developed to better account for the f
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3030f4b8f3aec963623c97ef634c2449
https://doi.org/10.1007/978-3-030-64514-4_73
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9
Predicting subsidence of cohesive and granular soil layers reinforced by geosynthetic
Autor: Fabrice Emeriault, Abbas Farhat, Pascal Villard, Marwan Al Heib, Mouhamad Hassoun
Publikováno v: Environmental Earth Sciences
Environmental Earth Sciences, Springer, 2021, 80 (2), ⟨10.1007/s12665-020-09350-3⟩
Subsidence can result from the collapse of underground cavities. The impact of such subsidence on existing structures and infrastructures is generally dramatic. Geosynthetic reinforcement (GSY) is an attractive mitigation solution that can be used to
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d74b2c51b96219430ac7a1315554455
https://hal.univ-grenoble-alpes.fr/hal-03110016
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10
Aspects géotechniques et énergétiques des géostructures thermoactives : application à un cas d’étude réel
Autor: Alice Di Donna, Jean-François Gobichon, Lionel Demongodin, Fabrice Emeriault
Publikováno v: Revue française de Géotechnique
Revue française de Géotechnique, 2020, pp.4. ⟨10.1051/geotech/2021001⟩
La technologie des géostructures énergétiques consiste à adapter les structures géotechniques, comme les pieux de fondation, les parois moulées ou les tunnels, afin de les transformer en échangeurs de chaleur avec le sol. De fait, ce sont des
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::730d133ca90bb001775b883f5e8b1aee
https://hal.univ-grenoble-alpes.fr/hal-03147329
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