Zobrazeno 1 - 10
of 56
pro vyhledávání: '"Albusoda Bushra S."'
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 587-594 (2022)
For the design of a deep foundation, piles are presumed to transfer the axial and lateral loads into the ground. However, the effects of the combined loads are generally ignored in engineering practice since there are uncertainties to the precise def
Externí odkaz:
https://doaj.org/article/f3a9212495b042f6a68fe099bd1843d2
Publikováno v:
Civil and Environmental Engineering, Vol 18, Iss 1, Pp 96-103 (2022)
Although the axial aptitude and pile load transfer under static loading have been extensively documented, the dynamic axial reaction, on the other hand, requires further investigation. During a seismic event, the pile load applied may increase, while
Externí odkaz:
https://doaj.org/article/3e8950f3319946f993afa35f0af40e5d
Autor:
Ziyara Hayder M., Albusoda Bushra S.
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 90-97 (2022)
In this experimental and numerical analysis, three varieties of under-reamed piles comprising one bulb were used. The location of the bulb changes from pile to pile, as it is found at the bottom, center, and top of the pile, respectively. PLAXES 3D w
Externí odkaz:
https://doaj.org/article/44b0ea0f8f364272baeb182244ff80da
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 83-89 (2022)
This study presents the findings of a 3D finite element modeling on the performance of a single pile under various slenderness ratios (25, 50, 75, 100). These percentages were assigned to cover the most commonly configuration used in such kind of pil
Externí odkaz:
https://doaj.org/article/e415487eb9e5423cb0b6c3890a589765
Autor:
Noman Bilal J., Albusoda Bushra S.
Publikováno v:
E3S Web of Conferences, Vol 427, p 01032 (2023)
Externí odkaz:
https://doaj.org/article/cb568f8efe6144cc956275cf615e0509
Autor:
Mohsen Abeer H., Albusoda Bushra S.
Publikováno v:
E3S Web of Conferences, Vol 427, p 01018 (2023)
The pile’s ultimate capacity or failure load must be computed by some criteria using load-settlement curve data gathered during the pile load test. Many scholars have proposed several approaches for evaluating the pile’s ultimate capacity in the
Externí odkaz:
https://doaj.org/article/497d53497e38465e96552478b925adf9
Autor:
Al-Jeznawi, Duaa, Al-Janabi, Musab A.Q., Albusoda, Bushra S., Hajjat, Jumanah, Sadik, Laith, Almeida Bernardo, Luís Filipe, Miguel de Almeida Andrade, Jorge
Publikováno v:
In Results in Engineering September 2024 23
Autor:
Al-Jeznawi, Duaa, Mohamed Jais, I. B., Albusoda, Bushra S., Alzabeebee, Saif, Keawsawasvong, Suraparb, Forcellini, Davide
Publikováno v:
International Journal of Computational Materials Science & Engineering; Dec2024, Vol. 13 Issue 4, p1-25, 25p
Publikováno v:
Engineering, Technology & Applied Science Research; Oct2024, Vol. 14 Issue 5, p17464-17471, 8p
Publikováno v:
AIP Conference Proceedings; 2024, Vol. 3219 Issue 1, p1-17, 17p