Transient Horizontal Response of a Pipe Pile in Saturated Soil with a Flexible Support at the Pile Head

Transient Horizontal Response of a Pipe Pile in Saturated Soil with a Flexible Support at the Pile Head

This study examines the horizontal transient response of pipe piles in saturated soil, assuming a two-stage equivalent linear relationship between the bending moment and the rotation at the pile head. The potential function is introduced, and the three-dimensional wave equation for saturated soils i...

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Bibliographic Details
Main Authors: Ao Su, Min Zhang, Wei Shang, Qiqi Wang
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Applied Sciences
Subjects:
saturated soil
pipe pile
transient horizontal response
flexible constraint
Online Access:https://www.mdpi.com/2076-3417/15/2/682
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