A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method

A calculation method of the bearing capacity of single squeezed branch pile is established based on the load transfer method. In the method, the hyperbolic model is used to describe the nonlinear load-displacement relationship of pile-soil interaction at the pile tip, the pile skin, and the squeezed...

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Main Authors: Li Liu, Hong-wei Ma, Xiao-li Yang, Qing-rui He, Song Yuan
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2022/9597047
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author Li Liu
Hong-wei Ma
Xiao-li Yang
Qing-rui He
Song Yuan
author_facet Li Liu
Hong-wei Ma
Xiao-li Yang
Qing-rui He
Song Yuan
author_sort Li Liu
collection DOAJ
description A calculation method of the bearing capacity of single squeezed branch pile is established based on the load transfer method. In the method, the hyperbolic model is used to describe the nonlinear load-displacement relationship of pile-soil interaction at the pile tip, the pile skin, and the squeezed branch, and the theoretical expression of six load transfer coefficients of squeezed branch pile is given. The correctness of the method is proved by a small-scale model test in homogeneous soil and a large-scale model test in stratified soil. The results show that the calculation based on the load transfer method is applicable to predict the ultimate load in engineering application.
format Article
id doaj-art-6620bf36ad174ece9198705d8cbc12c1
institution OA Journals
issn 1687-8442
language English
publishDate 2022-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-6620bf36ad174ece9198705d8cbc12c12025-08-20T02:23:49ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/9597047A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer MethodLi Liu0Hong-wei Ma1Xiao-li Yang2Qing-rui He3Song Yuan4School of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureSchool of Civil Engineering and ArchitectureA calculation method of the bearing capacity of single squeezed branch pile is established based on the load transfer method. In the method, the hyperbolic model is used to describe the nonlinear load-displacement relationship of pile-soil interaction at the pile tip, the pile skin, and the squeezed branch, and the theoretical expression of six load transfer coefficients of squeezed branch pile is given. The correctness of the method is proved by a small-scale model test in homogeneous soil and a large-scale model test in stratified soil. The results show that the calculation based on the load transfer method is applicable to predict the ultimate load in engineering application.http://dx.doi.org/10.1155/2022/9597047
spellingShingle Li Liu
Hong-wei Ma
Xiao-li Yang
Qing-rui He
Song Yuan
A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
Advances in Materials Science and Engineering
title A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
title_full A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
title_fullStr A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
title_full_unstemmed A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
title_short A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
title_sort calculation method of bearing capacity of single squeezed branch pile based on load transfer method
url http://dx.doi.org/10.1155/2022/9597047
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