Research on Bearing Theory of Squeezed Branch Pile
Joint Authors
Tong, Yu
Ma, Hong-wei
Wu, Yi-ying
Jiang, Xiao-qiang
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-12, 12 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-12-29
Country of Publication
Egypt
No. of Pages
12
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Ma, Hong-wei& Wu, Yi-ying& Tong, Yu& Jiang, Xiao-qiang. 2020. Research on Bearing Theory of Squeezed Branch Pile. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-12.
https://search.emarefa.net/detail/BIM-1122371
Modern Language Association (MLA)
Ma, Hong-wei…[et al.]. Research on Bearing Theory of Squeezed Branch Pile. Advances in Civil Engineering No. 2020 (2020), pp.1-12.
https://search.emarefa.net/detail/BIM-1122371
American Medical Association (AMA)
Ma, Hong-wei& Wu, Yi-ying& Tong, Yu& Jiang, Xiao-qiang. Research on Bearing Theory of Squeezed Branch Pile. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-12.
https://search.emarefa.net/detail/BIM-1122371
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1122371