Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading
Joint Authors
Lin, Hang
Jiang, Chong
Li, Yu
Liu, Lin
Source
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-13, 13 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-11-21
Country of Publication
Egypt
No. of Pages
13
Main Subjects
Abstract EN
In this paper, a method is developed for nonlinear analysis of laterally loaded long-flexible pile near undrained clay slope.
The ideal elastic-plastic p-y curve model is used as the basic calculation model to study the pile-soil interaction system.
To consider the slope effect on the soil resistance along with pile length, related reduction function expressions of soil resistance are selected by assessing the existing methods.
A finite difference iteration scheme is proposed to solve the pile’s deflection curve equations to obtain nonlinear response of pile.
The developed method is validated by comparing its results with the existing method, which shows a good agreement.
A number of parameters analyses are carried out, and effects of different influence factors on laterally loaded pile are further discussed.
American Psychological Association (APA)
Jiang, Chong& Li, Yu& Liu, Lin& Lin, Hang. 2018. Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-13.
https://search.emarefa.net/detail/BIM-1116443
Modern Language Association (MLA)
Jiang, Chong…[et al.]. Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading. Advances in Civil Engineering No. 2018 (2018), pp.1-13.
https://search.emarefa.net/detail/BIM-1116443
American Medical Association (AMA)
Jiang, Chong& Li, Yu& Liu, Lin& Lin, Hang. Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-13.
https://search.emarefa.net/detail/BIM-1116443
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116443