Identification of Viscoelastic Property of Pile-Soil Interactions with Fractional Derivative Model

The viscoelastic property of pile-soil interactions is modeled by fractional derivative method and is used to characterize the structural dynamics of pile and rheological behavior of a thawing frozen soil. A study of the thawing frozen soil impacts on pile structure’s dynamic characteristic is carri...

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Bibliographic Details
Main Authors: Wael Zatar, Feng Xiao, Gang S. Chen, J. Leroy Hulsey
Format: Article
Language:English
Published: SAGE Publishing 2021-09-01
Series:Journal of Low Frequency Noise, Vibration and Active Control
Online Access:https://doi.org/10.1177/1461348420979478