A Theoretical Solution for Pile-Supported Embankment with a Conical Pile-Head

A Theoretical Solution for Pile-Supported Embankment with a Conical Pile-Head

This paper, with a focuses on the pile-supported embankment with a conical pile-head, proposes a theoretical solution which incorporates all the load transfer mechanisms, namely the soil arching effect, the pile−soil interaction, and the support from the substratum, whilst an improved cyli...

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Bibliographic Details
Main Authors: Chengfu Zhang, Minghua Zhao, Shuai Zhou, Zeyu Xu
Format: Article
Language:English
Published: MDPI AG 2019-06-01
Series:Applied Sciences
Subjects:
Theoretical solution
soil arching
pile–soil interaction
pile–soil stress ratio
embankment
axisymmetric model
Online Access:https://www.mdpi.com/2076-3417/9/13/2658

Internet

https://www.mdpi.com/2076-3417/9/13/2658

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