Mechanical model for predicting wave loads on complex pile group foundations under linear wave action

Wang, Zhenguo; Qiu, Wenliang

doi:10.1016/j.enganabound.2022.09.035

Cited by 8 publications

(1 citation statement)

References 40 publications

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“…Under the action of dynamic loads such as wind and sea waves, the vibration of pile groups' foundation needs to consider multidimensional factors. It is necessary to consider the pile-soil interaction and the mechanical response analysis of pilepile coupling, which has always been a hot issue in the fields of soil dynamics, geotechnical engineering, and structure foundation interaction [1][2][3].…”

Section: Introductionmentioning

confidence: 99%

Dynamic Interaction Factor of Pipe Group Piles Considering the Scattering Effect of Passive Piles

Zhong,

Meng

2023

JMSE

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Based on the plane–strain assumption, a calculation model of pile–soil–pile vertical coupling vibration response considering the scattering effect of passive piles is established in this paper. Using this model, the vertical displacement expressions of pile core soil and pile surrounding soil, soil displacement attenuation function, and longitudinal complex impedance are obtained. Then, based on the strict pile–soil coupling effect, the displacement of the active pile under vertical load and scattering effect, as well as the displacement of the passive pile under incident waves, are solved separately. A new type of dynamic interaction factor for pipe group piles is derived by introducing scattering effect factors. A numerical example shows that the degenerate solution in this paper is in good agreement with the existing solution, which verifies the rationality of the solution. Considering the scattering effect is helpful in improving the accuracy of vibration response analysis of pile groups. The variation in parameters such as slenderness ratio, pile spacing, and outer diameter has significant effects on the interaction factor, and compared with the solid pile, the influence of parameter change on the pipe pile is smaller.

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Section: Introductionmentioning

confidence: 99%