Dynamic Instability of Pile-Supported Structures in Liquefiable Soils during Earthquakes
Piles are long slender columns installed deep into the ground to support heavy structures such as oil platforms, bridges, and tall buildings where the ground is not strong enough to support the structure on its own. In seismic prone zones, in the areas of soft soils (loose to medium dense soil which...
Saved in:
Main Authors: | S. Adhikari, S. Bhattacharya |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2008-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2008/149031 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Investigation on the Effect of Probability Distribution on the Dynamic Response of Liquefiable Soils
by: Juncheng Wang, et al.
Published: (2021-01-01) -
Uplifting Behavior of Shallow Buried Pipe in Liquefiable Soil by Dynamic Centrifuge Test
by: Bo Huang, et al.
Published: (2014-01-01) -
A Comparison of Simplified Modelling Approaches for Performance Assessment of Piles Subjected to Lateral Spreading of Liquefied Ground
by: Yung-Yen Ko, et al.
Published: (2020-01-01) -
Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures
by: A. Fa-you, et al.
Published: (2022-01-01) -
Determination of Embedded Depth of Soldier Piles in Pile-Anchor Supporting System in Granite Residual Soil Area
by: Yiao Liu, et al.
Published: (2021-01-01)