Influence of the Three-Dimensional Effect of Pile-Soil System on the Vertical Dynamic Response of Large-Diameter Piles in Low-Strain Integrity Testing

Influence of the Three-Dimensional Effect of Pile-Soil System on the Vertical Dynamic Response of Large-Diameter Piles in Low-Strain Integrity Testing

The low-strain integrity testing of large-diameter piles has attracted more and more attention because of its wide application in offshore engineering, such as for wind turbines, etc. Body and Rayleigh waves generate on the top surface of large-diameter piles after the excitation load. The multi-ref...

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Bibliographic Details
Main Authors: Wenjie Guan, Meixia Zhang, Zekun Wang, Guosheng Jiang, Wenqi Liu, Sheng Cao, Chin Jian Leo, Elieen An, Xiaodong Gao, Wenbing Wu
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Energies
Subjects:
large-diameter pile
three-dimensional effect
low-strain integrity testing
velocity response
Online Access:https://www.mdpi.com/1996-1073/15/24/9548

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https://www.mdpi.com/1996-1073/15/24/9548

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