Research on Bearing Theory of Squeezed Branch Pile

Joint Authors

Tong, Yu
Ma, Hong-wei
Wu, Yi-ying
Jiang, Xiao-qiang

Source

Advances in Civil Engineering

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

Civil Engineering

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