Zobrazeno 1 - 10
of 26
pro vyhledávání: '"marion bost"'
Publikováno v:
KSCE Journal of Civil Engineering
KSCE Journal of Civil Engineering, 2019, 34p. ⟨10.1007/s12205-020-0824-5⟩
KSCE Journal of Civil Engineering, 2019, 34p. ⟨10.1007/s12205-020-0824-5⟩
The shear strength of concrete-rock interface is a key factor to evaluate the stability of gravity dams. The shear strength assessment by achieving tests on small samples gives values different from those estimated by back-analysis on the existing da
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3dddeb89aaf4a9bbcd14a8918ecd15a8
https://doi.org/10.1007/s12205-019-0824-5
https://doi.org/10.1007/s12205-019-0824-5
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 833:012104
Anchored wire meshes are applied worldwide as protective structures against rockfall. The mechanical performance of a wire mesh is evaluated through laboratory tests, but these are generally not representative of the field conditions. This paper pres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c1702c6dd8e3ba59272b95a2563b519
https://doi.org/10.1088/1755-1315/833/1/012104
https://doi.org/10.1088/1755-1315/833/1/012104
Publikováno v:
Rock Mechanics and Rock Engineering. 50:2601-2625
The shear strength of the concrete–rock interface is a key factor to justify the stability of a hydraulic structure foundation. The Mohr–Coulomb failure criterion is usually used as shear strength and evaluated by extrapolating shear tests result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8250901c1098c2b8af78cb5fcc99a04
https://doi.org/10.1007/s00603-017-1259-2
https://doi.org/10.1007/s00603-017-1259-2
Publikováno v:
14th International Congress of Rock Mechanics and Rock Engineering
14th International Congress of Rock Mechanics and Rock Engineering, Sep 2019, FOZ DO IGUACU, France. 1p
HAL
14th International Congress of Rock Mechanics and Rock Engineering, Sep 2019, FOZ DO IGUACU, France. 1p
HAL
14th International Congress of Rock Mechanics and Rock Engineering, FOZ DO IGUACU, BRESIL, 13-/09/2019 - 18/09/2019; This experimental campaign aimed to observe the response of reinforced soil bunds subjected to horizontal impacts. Three reinforced s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1964100ccf25f4411a6e45b14f0f1180
https://hal.archives-ouvertes.fr/hal-02446800
https://hal.archives-ouvertes.fr/hal-02446800
Publikováno v:
Engineering Geology. 286:106054
Rockfall hazard in mountainous areas requires the construction of protective structures for the buildings or transport facilities. Reinforced soil embankments can be effective protections against rockfalls due to the combination of the damping charac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f7747ca3fff5fc37adebaca59b717e9
https://doi.org/10.1016/j.enggeo.2021.106054
https://doi.org/10.1016/j.enggeo.2021.106054
Autor:
Marion Bost, Ahmad Pouya
Publikováno v:
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment, Springer Verlag, 2016, 17 p. ⟨10.1007/s10064-016-0955-6⟩
Bulletin of Engineering Geology and the Environment, Springer Verlag, 2016, 17 p. ⟨10.1007/s10064-016-0955-6⟩
In mountainous areas, freezing is a prominent phenomenon for weathering processes in rock walls. A freezing front penetrates rock crack networks and causes its propagation. To study the evolution of rock mass stability, a suitable model of stress gen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::96edcb5444c576ec210a2b8eb7d79c5b
https://doi.org/10.1007/s10064-016-0955-6
https://doi.org/10.1007/s10064-016-0955-6
Publikováno v:
KSCE Journal of Civil Engineering
KSCE Journal of Civil Engineering, Springer, 2019, 23 (1), pp.321-334. ⟨10.1007/s12205-018-0612-7⟩
KSCE Journal of Civil Engineering, Springer, 2019, 23 (1), pp.321-334. ⟨10.1007/s12205-018-0612-7⟩
For reinforced concrete structures, as beams, slabs or walls, failure under bending is well known and its description and design is relatively internationally agreed. However for the shear failure phenomenon, there is not yet a common agreement at th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3325c2d98d895d44dda2f263c581fa18
https://hal.archives-ouvertes.fr/hal-02069657/document
https://hal.archives-ouvertes.fr/hal-02069657/document
Publikováno v:
Geotechnics for Sustainable Infrastructure Development-Geotec Hanoi 2019
Geotechnics for Sustainable Infrastructure Development-Geotec Hanoi 2019, Nov 2019, Hanoi, France. 7p
HAL
Lecture Notes in Civil Engineering ISBN: 9789811521836
Geotechnics for Sustainable Infrastructure Development-Geotec Hanoi 2019, Nov 2019, Hanoi, France. 7p
HAL
Lecture Notes in Civil Engineering ISBN: 9789811521836
Geotechnics for Sustainable Infrastructure Development - Geotec Hanoi 2019, Hanoi, VIET NAM, 28-/11/2019 - 29/11/2019; Brittle materials are very complex in their behavior, which is characterized by anisotropy in tension and in compression. Therefore
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a220f0dd812d5fca4bdf498c3304ffe4
https://hal.archives-ouvertes.fr/hal-02440580
https://hal.archives-ouvertes.fr/hal-02440580
Publikováno v:
Innovative Infrastructure Solutions
Innovative Infrastructure Solutions, 2019, 24 p. ⟨10.1007/s41062-019-0250-z⟩
Innovative Infrastructure Solutions, 2019, 24 p. ⟨10.1007/s41062-019-0250-z⟩
A new concept for constructing the facing of soil nailed walls is proposed and validated through experimental and numerical approaches. This new process uses precast concrete panels. For each excavation step, the soil reinforcements are first connect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b3e39144d156a841a74ca66f0b5718d
https://hal.archives-ouvertes.fr/hal-02415778/file/doc00031178.pdf
https://hal.archives-ouvertes.fr/hal-02415778/file/doc00031178.pdf
Autor:
Baptiste Bayeul, Baptiste Doucet Ferru, Perrine Jansen, Marion Bost, Tan Trung Bui, Jean-Pierre Rajot, Ali Limam
Publikováno v:
7th International Conference on Protection of Structures against Hazards
7th International Conference on Protection of Structures against Hazards, Oct 2018, Hanoi, France. pp 197-206
HAL
7th International Conference on Protection of Structures against Hazards, Oct 2018, Hanoi, France. pp 197-206
HAL
7th International Conference on Protection of Structures against Hazards, Hanoi, VIET NAM, 30-/10/2018 - 31/10/2018; Constructions located in mountainous areas are highly prone to rockfall impact risks. ln order to ensure people's safety, a robust de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::02af226e40c71828dca7b01bf1a46229
https://hal.archives-ouvertes.fr/hal-02439587
https://hal.archives-ouvertes.fr/hal-02439587