Results 291 to 300 of about 14,588,988 (348)
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Theoretical Study on Pile Length Optimization of Pile Groups and Piled Rafts
Journal of Geotechnical and Geoenvironmental Engineering, 2010Pile groups are frequently designed with equal or similar pile lengths. However, the significant interaction effects among equal-length piles imply that this may not be the optimized configuration. This paper presents the optimization analyses of piled rafts and freestanding pile groups, where pile lengths are varied across the group to optimize the ...
Y. F. Leung, A. Klar, K. Soga
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Response of energy pile-soil structure and pile group effect: An indoor similarity simulation study
Journal of Building Engineering, 2022Ya Yin, Qing-wen Li, L. Qiao
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Coastal Engineering, 2019
Pile groups are widely used structures in coastal and ocean engineering, such as in cross-sea bridges and offshore wind turbine foundations. The effect of a pile group must be considered when calculating the wave forces on piles.
Haochen Zhang +4 more
semanticscholar +1 more source
Pile groups are widely used structures in coastal and ocean engineering, such as in cross-sea bridges and offshore wind turbine foundations. The effect of a pile group must be considered when calculating the wave forces on piles.
Haochen Zhang +4 more
semanticscholar +1 more source
Effects of Pile Cap in Single Pile and Lateral Capacity of Pile Group
Advances in Deep Foundations, 2005This paper describes the results for a numerical analysis of single piles and pile groups in clayey soils subjected to monotonous lateral loading using the ABAQUS finite element software. The investigated variables in this study include free head and embedded capped single piles, pile diameter (1.0 m, 0.5 m), pile length (7.0 m, 10.0 m), and pile ...
Jeff Budiman, Kwangkuk Ahn
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Earthquake Engineering and Engineering Vibration, 2021
Qu Liming +4 more
semanticscholar +1 more source
Qu Liming +4 more
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Pile-soil interaction determined by laterally loaded fixed head pile group
, 2021Aysan Poorjafar +2 more
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Characteristics of wave forces on pile group foundations for sea-crossing bridges
, 2021Zhenguo Wang, W. Qiu
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1978
An investigation of local scour at pile groups has been conducted with the aim of developing design recommendations. A series of steady uniform flow experiments was carried out with the scour hole characteristics recorded. All tests were conducted under clear water scour conditions. Initially scour was examined for three different pile diameters (21 mm,
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An investigation of local scour at pile groups has been conducted with the aim of developing design recommendations. A series of steady uniform flow experiments was carried out with the scour hole characteristics recorded. All tests were conducted under clear water scour conditions. Initially scour was examined for three different pile diameters (21 mm,
openaire +1 more source

