Zobrazeno 1 - 10
of 2 031
pro vyhledávání: '"group of piles"'
Autor:
Qureshi, Hamza Ahmad, Safdar, Muhammad, Haseeb, Muhammad, Bashir, Muhammad Tariq, Khan, Muhammad Aslam, Khatak, Zarnosh, Bilal, Hazrat, Alam, Muhammad, Khan, Md. Munir Hayet
Publikováno v:
International Journal of Geotechnical Engineering; Jul-Oct2024, Vol. 18 Issue 7-10, p728-742, 15p
Akademický článek
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Publikováno v:
Journal of Hydrology and Hydromechanics, Vol 70, Iss 1, Pp 114-127 (2022)
This study presents the results of 32 laboratory experiments on local scour at a single pile and a 1 × 4 pile group for both uniform and non-uniform sediments under clear water conditions. The present study aims to evaluate the effects of different
Externí odkaz:
https://doaj.org/article/0f3f38d2825f436f8b4dfa1b0639bca5
Publikováno v:
International Journal of Geotechnical Engineering; Jul2020, Vol. 14 Issue 5, p580-588, 9p
Autor:
ALI MAJID AL-KINANI, Mahmood D. Ahmed
Publikováno v:
Journal of Engineering, Vol 26, Iss 2 (2020)
Bored piles settlement behavior under vertical loaded is the main factor that affects the design requirements of single or group of piles in soft soils. The estimation of bored pile settlement is a complicated problem because it depends upon many fac
Externí odkaz:
https://doaj.org/article/dcbd52084d8c4fceb9146eb0f79da7da
Publikováno v:
International Journal of Civil Engineering. 21:973-989
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e313c5b464f612682c6e28e9d2218129
https://doi.org/10.1007/s40999-023-00805-9
https://doi.org/10.1007/s40999-023-00805-9
Autor:
Ostap Kashoida, Viktor Nosenko
Publikováno v:
Strength of Materials and Theory of Structures. :441-454
In the paper, the influence of the selected model of the soil environment on the stress-strain state (SSS) of the pile foundation is studied. The following issue sare considered: 1) analysis of the main models of the soil environment, widely used in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff462334c5852ff8e6e8f49a0a98e7ed
https://doi.org/10.32347/2410-2547.2022.109.441-454
https://doi.org/10.32347/2410-2547.2022.109.441-454
Publikováno v:
Engineering and Technology Journal, Vol 36, Iss 4A, Pp 373-380 (2018)
The intended task of this paper is studying the behavior of free standing pile groups and piles of piled raft driven in clayey soil under axial loading. The raft-piles interaction is investigated as well through the two series of tests. Each one of t
Externí odkaz:
https://doaj.org/article/b0033d2d7b9e4977bc0bce5a5d80d246
Publikováno v:
In Soil Dynamics and Earthquake Engineering July 2012 38:25-45