A New Method for Predicting Dynamic Pile Head Stiffness Considering Pile–Soil Relative Stiffness Under Long-Term Cyclic Loading Conditions

A New Method for Predicting Dynamic Pile Head Stiffness Considering Pile–Soil Relative Stiffness Under Long-Term Cyclic Loading Conditions

Under long-term horizontal cyclic loading, the evolution characteristics of the loading and unloading stiffness of piles are an important representation of pile–soil interaction. However, research in this area is limited, particularly regarding the impact of factors like pile–soil relative stiffness...

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Bibliographic Details
Main Authors: Jie Chen, Jiaqing Shu, Shuang Xi, Xiaoqing Gu, Mingxing Zhu, Xiaojuan Li
Format: Article
Language:English
Published: MDPI AG 2024-10-01
Series:Buildings
Subjects:
pile foundation
pile–soil relative stiffness
lateral cycle test
cumulative deformation
cyclic stiffness
Online Access:https://www.mdpi.com/2075-5309/14/11/3483
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