Numerical Simulation for the Soil-Pile-Structure Interaction under Seismic Loading
Joint Authors
Li, Ying
Luan, Lifeng
Liu, Yunbin
Source
Mathematical Problems in Engineering
Issue
Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-7, 7 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2015-08-20
Country of Publication
Egypt
No. of Pages
7
Main Subjects
Abstract EN
Piles are widely used as reinforcement structures in geotechnical engineering designs.
If the settlement of the soil is greater than the pile, the pile is pulled down by the soil, and negative friction force is produced.
Previous studies have mainly focused on the interaction of pile-soil under static condition.
However, many pile projects are located in earthquake-prone areas, which indicate the importance of determining the response of the pile-soil structure under seismic load.
In this paper, the nonlinear, explicit, and finite difference program FLAC3D, which considers the mechanical behavior of soil-pile interaction, is used to establish an underconsolidated soil-pile mode.
The response processes of the pile side friction force, the pile axial force, and the soil response under seismic load are also analyzed.
American Psychological Association (APA)
Luan, Lifeng& Liu, Yunbin& Li, Ying. 2015. Numerical Simulation for the Soil-Pile-Structure Interaction under Seismic Loading. Mathematical Problems in Engineering،Vol. 2015, no. 2015, pp.1-7.
https://search.emarefa.net/detail/BIM-1075192
Modern Language Association (MLA)
Luan, Lifeng…[et al.]. Numerical Simulation for the Soil-Pile-Structure Interaction under Seismic Loading. Mathematical Problems in Engineering No. 2015 (2015), pp.1-7.
https://search.emarefa.net/detail/BIM-1075192
American Medical Association (AMA)
Luan, Lifeng& Liu, Yunbin& Li, Ying. Numerical Simulation for the Soil-Pile-Structure Interaction under Seismic Loading. Mathematical Problems in Engineering. 2015. Vol. 2015, no. 2015, pp.1-7.
https://search.emarefa.net/detail/BIM-1075192
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1075192