A New Method for Evaluating the Bearing Capacity of the Bridge Pile Socketed in the Soft Rock

A New Method for Evaluating the Bearing Capacity of the Bridge Pile Socketed in the Soft Rock

Aiming at the rock-socketed pile in the soft rock area, this paper studies the inherent constitutive relationship between the vertical restraint stiffness at the pier bottom and the bearing capacity of the pile foundation. A new method to evaluate the bearing capacity of the pile foundation is propo...

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Bibliographic Details
Main Authors: Yao Lu, Dejian Li, Shiwei Jia, Kai Wang
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Applied Sciences
Subjects:
rock-socketed pile
soft rock
frequency synthesis method
multiple nonlinear regression
restraint stiffness
bearing capacity coefficient
Online Access:https://www.mdpi.com/2076-3417/11/13/5923

Internet

https://www.mdpi.com/2076-3417/11/13/5923

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