Zobrazeno 1 - 10
of 92
pro vyhledávání: '"Ali Noorzad"'
Publikováno v:
International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-22 (2021)
Abstract The Barcelona Basic Model (BBM) has been implemented in a finite difference-based computer program to simulate the behavior of unsaturated soils subjected to wetting. The BBM implementation was verified using analytical solutions, and the pr
Externí odkaz:
https://doaj.org/article/509210692a71435fa6903edf954fd569
Autor:
Christopher R. Johnson, MD, Ali Noorzad, MD, Amit Pujari, BS, Guy Paiement, MD, Carol Lin, MD, MA
Publikováno v:
JBJS Open Access, Vol 6, Iss 1, Pp e20.00077-e20.00077 (2021)
Background:. Morbidity and mortality (M&M) conferences are rooted within the culture of medicine. They serve a role in every training program and have been mandated by the Accreditation Council for Graduate Medical Education in surgical programs sinc
Externí odkaz:
https://doaj.org/article/b47b16c3ccd34ba982ec047f4287cf83
Autor:
Michael A. Perrone, M.D., M.P.H., Ali Noorzad, M.D., Mathew Hamula, M.D., Melodie Metzger, Ph.D., Michael Banffy, M.D., Michael Gerhardt, M.D.
Publikováno v:
Arthroscopy, Sports Medicine, and Rehabilitation, Vol 3, Iss 1, Pp e227-e232 (2021)
Purpose: To define the topographic anatomy of the footprint of the adductor longus origin on the pubis and its underlying bony morphology to better inform surgical repair of adductor longus tendon injuries. Methods: Five cadaveric pelvis specimens we
Externí odkaz:
https://doaj.org/article/ad6649ffda53443faba2074ec59dfb14
Autor:
Ali Noorzad, Ehsan Badakhshan
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 4, Pp 726-740 (2017)
Experimental and numerical investigations have been carried out on behavior of pullout resistance of embedded circular plate with and without geogrid reinforcement layers in stabilized loose and dense sands using a granular trench. Different paramete
Externí odkaz:
https://doaj.org/article/e207de71e719458ca5b96081cd8d619e
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 4, Pp 683-693 (2017)
In this context, two different approaches of soil liquefaction evaluation using a soft computing technique based on the worldwide standard penetration test (SPT) databases have been studied. Gene expression programming (GEP) as a gray-box modeling ap
Externí odkaz:
https://doaj.org/article/7ded850f0546440abc60e5ec03484c05
Autor:
Ehsan Badakhshan, Ali Noorzad
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 7, Iss 6, Pp 691-699 (2015)
In this paper, an experimental study for an eccentrically loaded circular footing, resting on a geogrid reinforced sand bed, is performed. To achieve this aim, the steel model footing of 120 mm in diameter and sand in relative density of 60% are used
Externí odkaz:
https://doaj.org/article/0db42183ba9b4ee48049633dc5f0f6f8
Publikováno v:
Građevinar, Vol 65, Iss 09., Pp 825-832 (2013)
The earth-fill dam leakage is studied in this paper by applying the seepage flow and thermal simulation. The mass balance and convection-diffusion equations are discretized based on the finite element method to solve the phenomena in saturated and un
Externí odkaz:
https://doaj.org/article/d8d4c3fdee2b406ea5c4d208bf609041
Publikováno v:
Journal of Structural Integrity and Maintenance. 8:12-25
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d9de8520cef94fc29d6430ef5f6ae7f
https://doi.org/10.1080/24705314.2022.2142896
https://doi.org/10.1080/24705314.2022.2142896
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 47:1585-1598
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b002322f1c49032cb07ee74f7c9dc48c
https://doi.org/10.1007/s40996-022-00993-9
https://doi.org/10.1007/s40996-022-00993-9
Publikováno v:
Geosynthetics International. 29:555-574
Improving the characteristics of local low-strength soils at the construction site is one of the appropriate approaches to employ the soils as a backfill of geogrid-reinforced soil (GRS) walls. In this study, the fiber-cement-treated sand–silt mixt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6262d98d8b86e1e37c54ea02dc91c7cf
https://doi.org/10.1680/jgein.21.00019a
https://doi.org/10.1680/jgein.21.00019a