Results 261 to 270 of about 20,995 (312)
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Pile–soil–pile interaction in pile groups with batter piles under dynamic loads
Soil Dynamics and Earthquake Engineering, 2011Abstract A simple analytical solution is developed for computing the dynamic interaction tensor for floating pile groups with batter piles. For this purpose, the governing differential equations are derived for an unloaded batter floating pile closely spaced to another loaded pile with the same properties.
Hasan Ghasemzadeh, Mehrnaz Alibeikloo
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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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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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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
Pile Group in Consolidating Clay Pile Group in Consolidating Clay
International Journal of Advances in Structural and Geotechnical Engineering, 2021openaire +1 more source
Influence of pile-pile coupling conditions in the vibration of pile groups
Proceedings of the 7th International Symposium on Solid Mechanics, 2019Ana Carolina Azevedo Vasconcelos +1 more
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