Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles
In all types of new arch bridge structures, the requirements of the foundation are becoming more and more strict. Under the action of horizontal thrust, the distribution of the internal forces of the pile group in which inclined piles participate in an arch foundation is complicated. In this regard,...
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| Format: | Article |
| Language: | English |
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MDPI AG
2023-03-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/13/3/690 |
| _version_ | 1797613045146451968 |
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| author | Hongsheng Qiu Heng Wang Mo’men Ayasrah Ziyu Zhou Bo Li |
| author_facet | Hongsheng Qiu Heng Wang Mo’men Ayasrah Ziyu Zhou Bo Li |
| author_sort | Hongsheng Qiu |
| collection | DOAJ |
| description | In all types of new arch bridge structures, the requirements of the foundation are becoming more and more strict. Under the action of horizontal thrust, the distribution of the internal forces of the pile group in which inclined piles participate in an arch foundation is complicated. In this regard, the horizontal forces of each pile in a pile group and the horizontal bearing performance of each pile in a pile group under the action of total thrust are investigated by establishing a pile group foundation model and a p-y curve difference equation. After an in-depth analysis of the simulation results, it is found that the load distribution calculated by the finite element method is very close to that calculated by the p-y curve method, both in terms of curve shape and numerical value, indicating that the pile top load distribution is close to the actual situation. In addition, the maximum shear force of each pile body occurs at the top of the pile, and the maximum bending moment occurs at the point 1/5 away from the top of the pile. Finally, the nonlinear analysis of the p-y curve method can be well applied to the calculation of bridge pile foundations. |
| first_indexed | 2024-03-11T06:49:21Z |
| format | Article |
| id | doaj.art-2da21ec2175440aaaee51f33f88165fa |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2024-03-11T06:49:21Z |
| publishDate | 2023-03-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj.art-2da21ec2175440aaaee51f33f88165fa2023-11-17T10:02:48ZengMDPI AGBuildings2075-53092023-03-0113369010.3390/buildings13030690Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight PilesHongsheng Qiu0Heng Wang1Mo’men Ayasrah2Ziyu Zhou3Bo Li4School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, ChinaSchool of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, ChinaDepartment of Civil Engineering, Faculty of Engineering, Al al-Bayt University, Mafraq 25113, JordanPower China Corporation Guiyang Survey, Design and Research Institute Co., Ltd., Guiyang 550081, ChinaChina Railway Construction 11th Bureau, Boli, Wuhan 430061, ChinaIn all types of new arch bridge structures, the requirements of the foundation are becoming more and more strict. Under the action of horizontal thrust, the distribution of the internal forces of the pile group in which inclined piles participate in an arch foundation is complicated. In this regard, the horizontal forces of each pile in a pile group and the horizontal bearing performance of each pile in a pile group under the action of total thrust are investigated by establishing a pile group foundation model and a p-y curve difference equation. After an in-depth analysis of the simulation results, it is found that the load distribution calculated by the finite element method is very close to that calculated by the p-y curve method, both in terms of curve shape and numerical value, indicating that the pile top load distribution is close to the actual situation. In addition, the maximum shear force of each pile body occurs at the top of the pile, and the maximum bending moment occurs at the point 1/5 away from the top of the pile. Finally, the nonlinear analysis of the p-y curve method can be well applied to the calculation of bridge pile foundations.https://www.mdpi.com/2075-5309/13/3/690pile group foundationhorizontal thrustfinite element methodp-y curve method |
| spellingShingle | Hongsheng Qiu Heng Wang Mo’men Ayasrah Ziyu Zhou Bo Li Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles Buildings pile group foundation horizontal thrust finite element method p-y curve method |
| title | Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles |
| title_full | Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles |
| title_fullStr | Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles |
| title_full_unstemmed | Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles |
| title_short | Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles |
| title_sort | study on horizontal bearing capacity of pile group foundation composed of inclined and straight piles |
| topic | pile group foundation horizontal thrust finite element method p-y curve method |
| url | https://www.mdpi.com/2075-5309/13/3/690 |
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