Zobrazeno 1 - 10
of 73
pro vyhledávání: '"Christophe Dano"'
Publikováno v:
Materials, Vol 15, Iss 19, p 6775 (2022)
This work aimed to understand the mechanical behavior of siliceous and calcareous sand materials under uniaxial confined compression loading at high stress levels. For this purpose, a series of quasi-oedometric compression tests were conducted on san
Externí odkaz:
https://doaj.org/article/b7e66e8343f44478b988cd15faa8d007
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
Publikováno v:
Geotechnical and Geological Engineering. 40:5895-5903
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b662bdd29959b89cd69177be6969d842
https://doi.org/10.1007/s10706-022-02256-w
https://doi.org/10.1007/s10706-022-02256-w
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
https://doi.org/10.1115/ipc2022-86098
Publikováno v:
Rock Mechanics and Rock Engineering. 54:2791-2813
The development and construction of offshore wind farms requires the correct estimation of the friction that can be mobilised at the rock/grout interface. In conventional studies, the shear behaviour of a joint is usually investigated with laboratory
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f20408473698ba9633d2850fb19c7a8b
https://doi.org/10.1007/s00603-021-02406-1
https://doi.org/10.1007/s00603-021-02406-1
Publikováno v:
Acta Geotechnica. 16:1027-1041
Soft soil subjected to cyclic loading typically exhibits an increase in excess pore pressure under undrained condition which brings the soil to an overconsolidated state. Then, under a subsequent large number of cycles (e.g. more than one million) wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ac057308e572da8cd63ef85532738c9
https://doi.org/10.1007/s11440-020-01078-5
https://doi.org/10.1007/s11440-020-01078-5
Autor:
Carlos Ovalle, Christophe Dano
Publikováno v:
Géotechnique Letters. 10:191-197
Waste mining rock and rockfill materials contain coarse clasts that could easily reach more than 1 m in size. Small scaling techniques for mechanical testing on such coarse materials require altering the particle-size distribution (PSD), by reducing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad4666e020a8a549d47e860e1031d485
https://doi.org/10.1680/jgele.19.00095
https://doi.org/10.1680/jgele.19.00095
Publikováno v:
Acta Geotechnica. 15:39-55
We present a study on compaction band in a high-porosity limestone (Tuffeau de Maastricht) based on comparison and analysis of X-ray tomography observations and computational multiscale simulations. We employ a hierarchical multiscale approach coupli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::998760965acda7aa77aa58327767b613
https://doi.org/10.1007/s11440-019-00904-9
https://doi.org/10.1007/s11440-019-00904-9
Publikováno v:
Engineering Geology. 302:106627
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7a0f7f467eb00d7075323aedfae4bfd
https://doi.org/10.1016/j.enggeo.2022.106627
https://doi.org/10.1016/j.enggeo.2022.106627
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
Investigating the mechanical properties of rockfills requires laborious, time-consuming, and expensive large-scale testing. Therefore, practitioners frequently adopt design parameters based...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::754cd99568db9a76e3e90c13cb08b5d8
https://doi.org/10.1061/(asce)gt.1943-5606.0002314
https://doi.org/10.1061/(asce)gt.1943-5606.0002314