Research on Bearing Theory of Squeezed Branch Pile
Based on the shear displacement method, theoretical research on the load transfer relation of squeezed branch pile is established. In combination with the nonlinear relation of the interaction between piles and soil, the hyperbolic function is used to describe the pile tip, pile skin, and branch. Th...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/6637261 |
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| _version_ | 1832567791588212736 |
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| author | Hong-wei Ma Yi-ying Wu Yu Tong Xiao-qiang Jiang |
| author_facet | Hong-wei Ma Yi-ying Wu Yu Tong Xiao-qiang Jiang |
| author_sort | Hong-wei Ma |
| collection | DOAJ |
| description | Based on the shear displacement method, theoretical research on the load transfer relation of squeezed branch pile is established. In combination with the nonlinear relation of the interaction between piles and soil, the hyperbolic function is used to describe the pile tip, pile skin, and branch. The theoretical method of the load transfer is improved, and the expression of the load transfer coefficient of these three parts is given. Finally, the applicability of the theoretical method is verified by the model test of homogeneous soil and the field test of stratified soil. The verification results show that the theoretical calculation method of the squeezed branch single-pile bearing capacity based on the shear displacement method can better calculate the ultimate load in practical engineering applications. |
| format | Article |
| id | doaj-art-54c18f544c3744e2a1f100f1bfc7f090 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-54c18f544c3744e2a1f100f1bfc7f0902025-02-03T01:00:27ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/66372616637261Research on Bearing Theory of Squeezed Branch PileHong-wei Ma0Yi-ying Wu1Yu Tong2Xiao-qiang Jiang3School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, ChinaSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, ChinaSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, ChinaSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, ChinaBased on the shear displacement method, theoretical research on the load transfer relation of squeezed branch pile is established. In combination with the nonlinear relation of the interaction between piles and soil, the hyperbolic function is used to describe the pile tip, pile skin, and branch. The theoretical method of the load transfer is improved, and the expression of the load transfer coefficient of these three parts is given. Finally, the applicability of the theoretical method is verified by the model test of homogeneous soil and the field test of stratified soil. The verification results show that the theoretical calculation method of the squeezed branch single-pile bearing capacity based on the shear displacement method can better calculate the ultimate load in practical engineering applications.http://dx.doi.org/10.1155/2020/6637261 |
| spellingShingle | Hong-wei Ma Yi-ying Wu Yu Tong Xiao-qiang Jiang Research on Bearing Theory of Squeezed Branch Pile Advances in Civil Engineering |
| title | Research on Bearing Theory of Squeezed Branch Pile |
| title_full | Research on Bearing Theory of Squeezed Branch Pile |
| title_fullStr | Research on Bearing Theory of Squeezed Branch Pile |
| title_full_unstemmed | Research on Bearing Theory of Squeezed Branch Pile |
| title_short | Research on Bearing Theory of Squeezed Branch Pile |
| title_sort | research on bearing theory of squeezed branch pile |
| url | http://dx.doi.org/10.1155/2020/6637261 |
| work_keys_str_mv | AT hongweima researchonbearingtheoryofsqueezedbranchpile AT yiyingwu researchonbearingtheoryofsqueezedbranchpile AT yutong researchonbearingtheoryofsqueezedbranchpile AT xiaoqiangjiang researchonbearingtheoryofsqueezedbranchpile |