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: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2022-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2022/9597047 |
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| _version_ | 1850158631277821952 |
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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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