The Performance of Helical Pile under Cyclic Load Using 3D-Finite Element Analysis
The Performance of Helical Pile under Cyclic Load Using 3D-Finite Element Analysis

Ahmed S. Ali; Nahla M. Salim; Husam H. Baqir

Volume 40, Issue 11 , November 2022, , Page 1522-1528

https://doi.org/10.30684/etj.2022.131271.1027

Abstract
  Helical piles are a kind of foundation that can withstand compression, tension, and lateral stresses. However, this kind of pile was utilized extensively globally for almost 25 years. ...  Read More ...
Effect of Dynamic Earth Vibration on the Behavior of Laterally Loaded Single Pile Embedded within Unsaturated Soil
Effect of Dynamic Earth Vibration on the Behavior of Laterally Loaded Single Pile Embedded within Unsaturated Soil

Maha H. Abood; Mahmood R. Mahmood; Nahla M. Salim

Volume 39, Issue 12 , December 2021, , Page 1748-1752

https://doi.org/10.30684/etj.v39i12.508

Abstract
  Most of the studies of laterally loaded piles focused on the behavior for piles subjected to static or cyclic lateral loading embedded within dry or saturated soils, few studies investigate ...  Read More ...
The Role of Granular Cushion in Load Sharing of Unconnected Piled Rafts in Clayey Soils
The Role of Granular Cushion in Load Sharing of Unconnected Piled Rafts in Clayey Soils

Karam R. Khalifa; Mohammed Y. Fattah; Nahla M. Salim

Volume 39, Issue 12 , December 2021, , Page 1789-1796

https://doi.org/10.30684/etj.v39i12.2076

Abstract
  Over the past few decades,  interest has grown about the role of the piled raft structure in soils. A structural fill cushion separates the piles from the raft in the form of an ...  Read More ...