Zobrazeno 1 - 10
of 60
pro vyhledávání: '"MELLAS, MEKKI"'
Publikováno v:
Civil and Environmental Engineering, Vol 20, Iss 1, Pp 332-348 (2024)
Internal erosion is a phenomenon that occurs in soils constituting hydraulic structures under the influence of internal flow. This erosion occurs because of pipe erosion which becomes widespread, leading in some cases to the rupture of the structure.
Externí odkaz:
https://doaj.org/article/9ab9cb3d66c4473ca90676edd2ddb950
Publikováno v:
In Construction and Building Materials 20 September 2021 300
Publikováno v:
International Journal of Applied Mechanics & Engineering; 2024, Vol. 29 Issue 3, p150-165, 16p
Autor:
Benaimeche, Oussama, Carpinteri, Andrea, Mellas, Mekki, Ronchei, Camilla, Scorza, Daniela, Vantadori, Sabrina
Publikováno v:
In Composites Part B 1 November 2018 152:292-299
Publikováno v:
In Journal of Cleaner Production 10 May 2018 183:858-868
Publikováno v:
In Procedia Engineering 2016 143:623-634
Autor:
Boumehraz, Mohammed-Amin1,2 amine18gc@yahoo.com, Mellas, Mekki1,2, Goudjil, Kamel3, Boucetta, Farida4
Publikováno v:
Annales de Chimie Science des Matériaux. Apr2020, Vol. 44 Issue 2, p85-90. 6p.
Autor:
BOUMEHRAZ, Mohammed-Amin1 amine18gc@yahoo.com, MELLAS, Mekki1, BOUCETTA, Farida2, MEGHAICHI, Nour El-Houda3, CHEBAH, Meriem3
Publikováno v:
Nature & Technology / Nature & Technologie. Jan2020, Issue 22, p10-19. 10p.
Publikováno v:
NRIAG Journal of Astronomy and Geophysics; December 2023, Vol. 12 Issue: 1 p45-57, 13p
Autor:
Mellas Mekki, Baaziz Salah Eddine
Publikováno v:
Geotechnical and Geological Engineering. 39:3973-3980
The behavior of retaining walls in geosynthetic reinforced soil is complex and requires studies and research to understand the mechanisms of rupture, the behavior of the reinforcements in the soil and the behavior of the main elements of the system:
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::183ac59b7b7706cbfd47d21c91323e2a
https://doi.org/10.1007/s10706-021-01694-2
https://doi.org/10.1007/s10706-021-01694-2