Effect of Partial Saturation on Ultimate Bearing Capacity of Skirted Foundations
Effect of Partial Saturation on Ultimate Bearing Capacity of Skirted Foundations

Mahmood R. Mahmood; Saad F. A. Al-Wakel; Muthana S. Mohammed

Volume 40, Issue 5 , May 2022, , Page 710-721

https://doi.org/10.30684/etj.v40i5.2259

Abstract
  Skirted foundations are one of the solutions proposed to increase the bearing capacity of the soil. They assist in increasing the load and depth of failure in weak ground or soils with ...  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 ...