Numerical Investigation of the Pile–Soil Interaction Problem under Dynamic Loads
One of the most important problems of geotechnical engineering is the design of pile foundations. Piles are generally designed for vertical and horizontal static loads. However, it is important to design piles against dynamic loads in regions with high seismicity. This study verified a centrifuge ex...
Main Authors: | Selçuk Bildik, Haluk Tanrıöver |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-10-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/13/21/11653 |
Similar Items
-
Lateral Load Capacity and p-Multiplier of Group Piles with Asymmetrical Pile Cap under Seismic Load
by: As’ad Munawir, et al.
Published: (2022-08-01) -
Analysis of laterally-loaded piles embedded in multi-layered soils using efficient finite-element method
by: ZHAO Hai-peng, et al.
Published: (2021-07-01) -
Numerical Analysis of a Pile-Soil System Under Earthquake Loading
by: Qassun S. Mohammed Shafiqu, et al.
Published: (2017-03-01) -
Lateral displacement and pile instability due to soil liquefaction using numerical model
by: Abdel-Salam Ahmed Mokhtar, et al.
Published: (2014-12-01) -
Determination of the Pile Stiffness Matrix Based on the Pile Load Test Results and the Effect of Pile Interaction
by: Petar Santrač*, et al.
Published: (2020-01-01)