Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth
Joint Authors
Youn, Heejung
Choi, Younggyun
Kim, Janghwan
Source
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-09-26
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
This study investigates the lateral behavior of pile foundations socketed into bedrocks using 3D finite difference analysis.
The lateral load-displacement curve, pile deflection, and bending moment distribution were obtained for different bedrock depths between 3 and 20 m.
It was discovered that bedrocks that have a depth of 7 m (7D) or less influence the lateral behavior of the pile.
The p-y curves were collected at depths of 2.0–4.5 m, and the effect of the bedrock on the curves was evaluated.
It was observed that the p-y curves were significantly affected by the material properties of the bedrock if the rock is located in close proximity (within 3D), but the effect is diminished if the p-y curves were 3.5 m (3.5D) or farther from the bedrock.
American Psychological Association (APA)
Choi, Younggyun& Kim, Janghwan& Youn, Heejung. 2018. Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-9.
https://search.emarefa.net/detail/BIM-1116232
Modern Language Association (MLA)
Choi, Younggyun…[et al.]. Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth. Advances in Civil Engineering No. 2018 (2018), pp.1-9.
https://search.emarefa.net/detail/BIM-1116232
American Medical Association (AMA)
Choi, Younggyun& Kim, Janghwan& Youn, Heejung. Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-9.
https://search.emarefa.net/detail/BIM-1116232
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116232