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A Simplified Nonlinear Method for a Laterally Loaded Pile in Sloping Ground
Joint Authors
Yin, Pingbao
He, Wei
Yang, Zhaohui Joey
Source
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-07-10
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
A simplified nonlinear method was proposed to evaluate lateral behavior of a pile located in or nearby a slope, based on the traditional p-y method.
This method was validated with field test results of a steel pipe pile in clay and model tests of piles in sand slopes.
The comparison indicated that the calculated horizontal displacement and bending moment of piles agree well with experimental results.
Then, parametric studies were performed, and it shows that horizontal displacement, rotation, bending moment, and shear force increase along with increasing slope angles; the depth of maximum moment locates at about 1.6 D below ground surface for horizontal ground, while this value turns to be about 3.6 D and 5.6 D for sloping ground of 30° and 60°, respectively.
The study clearly shows that slope angle has a significant effect on the deflection and lateral capacity of piles.
American Psychological Association (APA)
Yin, Pingbao& He, Wei& Yang, Zhaohui Joey. 2018. A Simplified Nonlinear Method for a Laterally Loaded Pile in Sloping Ground. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-9.
https://search.emarefa.net/detail/BIM-1116210
Modern Language Association (MLA)
Yin, Pingbao…[et al.]. A Simplified Nonlinear Method for a Laterally Loaded Pile in Sloping Ground. Advances in Civil Engineering No. 2018 (2018), pp.1-9.
https://search.emarefa.net/detail/BIM-1116210
American Medical Association (AMA)
Yin, Pingbao& He, Wei& Yang, Zhaohui Joey. A Simplified Nonlinear Method for a Laterally Loaded Pile in Sloping Ground. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-9.
https://search.emarefa.net/detail/BIM-1116210
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116210