An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities
An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities

Taha K. Mahdi; Mohammed A. Al-Neami; Falah H. Raheel

Volume 40, Issue 11 , November 2022, , Page 1422-1431

https://doi.org/10.30684/etj.2022.132336.1104

Abstract
  Increasing the cross-sectional area of the piles or adding wings to the piles are two strategies for increasing the bearing capacity of the piles to resist lateral stresses. Small and ...  Read More ...
The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System
The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System

Salah M. Hamza; Shaymaa T. Kadhim; Saad F. A. Al-Wakel

Volume 39, Issue 8 , August 2021, , Page 1249-1256

https://doi.org/10.30684/etj.v39i8.1848

Abstract
  Mechanically Stabilized Earth Walls (MSE) were widely used in several essential infrastructures, such as the abutments on a bridge. The need for a support base of a shallow or a deep ...  Read More ...
Effect of Embedment and Spacing Ratios on the Response of Lateral Load of Single and Group Piles
Effect of Embedment and Spacing Ratios on the Response of Lateral Load of Single and Group Piles

Mohammed A. Al-Neami; Mohammed H. Al-Dahlaki; Aya H. Chalob

Volume 39, Issue 7 , July 2021, , Page 1144-1152

https://doi.org/10.30684/etj.v39i7.1881

Abstract
  This paper displays an experimental work of three-scale model tests of single pile and nine–scale model tests of group pile (1x2) with spacing to diameter (S/D) ratios (2,4, and ...  Read More ...
Behavior of Single Micropile Under Different Lateral Load Rates
Behavior of Single Micropile Under Different Lateral Load Rates

Mohammed A. Al-Neami; Husam H. Baqir; Saif H. Hameed

Volume 39, 2A , February 2021, , Page 167-179

https://doi.org/10.30684/etj.v39i2A.654

Abstract
  This paper displays an empirical work of a micropile inserted in the dry river sand with different length to diameter (L/D) ratios (13, 15, 27, 42, and 50). The experimental work is ...  Read More ...