Zobrazeno 1 - 10
of 273
pro vyhledávání: '"rigid pile"'
Autor:
Junhua Chen, Yuzhi Nie, Guan Lian, Aijun Chen, Siqi Pu, Jinfeng Zou, Jiasheng Zhang, Xiong Shi, Di Wu, Bai Yang
Publikováno v:
Buildings, Vol 14, Iss 8, p 2286 (2024)
The rigid pile composite foundation method is the most commonly used method for strengthening weak soil foundations. In this method, piles usually need to pass through weak soil layers, and the pile end falls on a bearing layer with good bearing capa
Externí odkaz:
https://doaj.org/article/7e71d6a89e994e668eab149ac835d632
Publikováno v:
Buildings, Vol 14, Iss 7, p 1954 (2024)
Ultra-soft soil is distributed in coastal areas around the world and has poor engineering properties. There is a significant difference in settlement between semi-rigid pile and surrounding soil under embankment load. Based on existing research resul
Externí odkaz:
https://doaj.org/article/cb8f01f971584aceacff84687b0f68a9
Autor:
Ardavan Izadi, Reza Jamshidi Chenari
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 3, Pp 717-737 (2023)
In this study, an iterative-based three-dimensional finite element lower bound in association with the second-order cone programming method is adopted to evaluate the limit load of a single pile embedded in cross-anisotropic soils under general loadi
Externí odkaz:
https://doaj.org/article/b8e8011f6c324086b84090c8f0b65ff3
Akademický článek
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Akademický článek
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Publikováno v:
Engineering and Technology Journal, Vol 39, Iss 12, Pp 1740-1747 (2021)
This research presents the results of 14 tests, where the pile is subjected to static lateral loads. The tests are carried out on pile models with different length / diameter ratios embedded in sand with different relative densities. The influence of
Externí odkaz:
https://doaj.org/article/2914f13fb56f4b518699906d703d5818
Akademický článek
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Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 11, p 2040 (2023)
Scour is a common phenomenon for laterally loaded underwater piles. The underwater piles used in different projects have different pile head conditions and pile types (flexible and rigid). On the one hand, an increasing number of rigid piles have beg
Externí odkaz:
https://doaj.org/article/83a47ce7212d4b05909cb30e998c7425
Publikováno v:
Buildings, Vol 13, Iss 9, p 2127 (2023)
The reliability of high-rise buildings’ rigid-pile composite foundations primarily relies on the load test results of single-pile composite foundations. Field load tests were conducted for a high-rise building in the loess area of China, the result
Externí odkaz:
https://doaj.org/article/5b4c69cc56d94c9db01f3f479d3e9f7f
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 6, p 1150 (2023)
Throughout their lifespan, monopile foundations supporting offshore wind turbines inevitably experience horizontal loads from waves, winds, and currents, resulting in cumulative deformation. It has been believed that deformation caused by horizontal
Externí odkaz:
https://doaj.org/article/7b63e1149850414ea12f43262faab7ab