Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Piles group"'
Autor:
Mohammad Najafzadeh, Razieh Sheikhpour
Publikováno v:
Results in Engineering, Vol 21, Iss , Pp 101810- (2024)
An accurate estimation of local scour depth around piles group is inevitably essential to provide stability of marine structures. Over the past decades, many investigations have been made to understand the scouring process at piles group exposed to w
Externí odkaz:
https://doaj.org/article/0628c4e17ba04db0b024f972ceddfe1a
Publikováno v:
علوم آب و خاک, Vol 23, Iss 2, Pp 73-86 (2019)
In this study, some experiments were carried out in a rectangular plexiglass flume to study the effect of the cable around a vertical tripod and two piles groups with different angles. In this research, a series of experiments were performed by placi
Externí odkaz:
https://doaj.org/article/677e600113344b9d84d936efc88e08fc
Akademický článek
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Publikováno v:
Engineering and Technology Journal, Vol 34, Iss 6A, Pp 1206-1220 (2016)
The present research investigates the effect of axial relative density on the ultimate load of model piles with different lengths driven in dry sandy soil having small scale model piles.The materials used in this study are divided into three parts th
Externí odkaz:
https://doaj.org/article/dcb9a997810e4f8781676ad0859ce092
Publikováno v:
Journal of Structural and Construction Engineering, Vol 2, Iss 3, Pp 5-12 (2015)
The goal of this research is to study the effect of the space between long and short piles beneath combined deep foundation caps on the forces acting on piles and the resulting summit, all done by considering variables such as; short pile length, soi
Externí odkaz:
https://doaj.org/article/77667e1ce76c4930b7b6679cd14f30cd
Akademický článek
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Publikováno v:
علوم آب و خاک, Vol 23, Iss 2, Pp 73-86 (2019)
In this study, some experiments were carried out in a rectangular plexiglass flume to study the effect of the cable around a vertical tripod and two piles groups with different angles. In this research, a series of experiments were performed by placi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::52b67f0a9849b3629db0cedb1662a4c0
https://doi.org/10.29252/jstnar.23.2.73
https://doi.org/10.29252/jstnar.23.2.73
Publikováno v:
Procedia Engineering. 142:322-327
Load capacity of pile foundation is larger than shallow foundation because the loads are transferred deeper into de stiffer layers of soil. Piles and the ground under the pile cap work simultaneously to lift and hold the above structure. The determin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1718674775e2d0d486be716504313ac
https://doi.org/10.1016/j.proeng.2016.02.054
https://doi.org/10.1016/j.proeng.2016.02.054
Autor:
Stacul, Stefano
It is well known that there are only few experimental evidences and analysis methods for piled raft foundations subjected to lateral loads. On the contrary, a lot of studies are focused on piled rafts under vertical loads and it was seen how more rat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a90d6f0a374d420a9fcfa7fe12074ad
http://hdl.handle.net/2158/1110482
http://hdl.handle.net/2158/1110482
Akademický článek
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