Numerical modeling of connected piled raft foundation under seismic loading in layered soils
Until recently, the behavior of connected piled raft foundation was not fully understood in the seismically active region due to the complex dynamic soil–pile–foundation structure interaction. This concern arises when the soil deposit-supported foundations are stratified or heterogynous and subjecte...
Main Authors: | Ali Ahmed M., Karkush Mahdi O., Al-Jorany Ala N. |
---|---|
Format: | Article |
Language: | English |
Published: |
De Gruyter
2023-04-01
|
Series: | Journal of the Mechanical Behavior of Materials |
Subjects: | |
Online Access: | https://doi.org/10.1515/jmbm-2022-0250 |
Similar Items
-
Effect of Seismic Loading on Porewater Pressure in Clayey Soil under Disconnected Piles-Raft Foundation
by: Sajjad Riyadh Nafel, et al.
Published: (2024-03-01) -
Parametric Study on Unconnected Piled Raft Foundation Using Numerical Modelling
by: Athraa Mohammed Jawad Alhassani, et al.
Published: (2020-05-01) -
3D Numerical Modeling of Large Piled-Raft Foundation on Clayey Soils for Different Loadings and Pile-Raft Configurations
by: Mali Shivanand, et al.
Published: (2020-03-01) -
Effect of asymmetry pile’s length on piled raft foundation system under earthquake load
by: Shahad Kh. Elias, et al.
Published: (2024-01-01) -
Improvement Separation Layer of Disconnected Piled Raft Foundations using Geogrid and Geocell Layers
by: Khalil Ayat I., et al.
Published: (2021-01-01)