A Numerical Analysis on Pullout Capacity of Batter Pile Groups in Sandy Soil
A Numerical Analysis on Pullout Capacity of Batter Pile Groups in Sandy Soil

Mais S. Al-Tememy; Mohammed A. Al-Neami; Mohammed F. Asswad

Volume 40, Issue 11 , November 2022, , Page 1352-1357

https://doi.org/10.30684/etj.2021.131818.1062

Abstract
  Batter piles or raker piles are the piles driven in the soil at an inclination with the vertical to resist inclined forces or large lateral loads. Battered piles are widely utilized ...  Read More ...
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 ...
Settlement of Shallow Foundation in Dry Sand Under an Earthquake
Settlement of Shallow Foundation in Dry Sand Under an Earthquake

Mohammed A. Al-Neami; Falah H. Rahil; Ahmed F. Hussain

Volume 39, Issue 8 , August 2021, , Page 1206-1215

https://doi.org/10.30684/etj.v39i8.527

Abstract
  Seismically induced settlement of buildings with shallow foundations resting on dry sand soils has resulted in severe damage in recent earthquakes. A multi-degree of freedom shaking ...  Read More ...
Variation of Consistency Limits and Compaction Characteristics of Clayey Soil with Nanomaterials
Variation of Consistency Limits and Compaction Characteristics of Clayey Soil with Nanomaterials

Noor M. Tarsh; Mohammed A. Al-Neami; Kawther Y. H. Al-Soudany

Volume 39, Issue 8 , August 2021, , Page 1257-1264

https://doi.org/10.30684/etj.v39i8.1930

Abstract
  The arrangement of the soil for every ground structure is so important and must be efficient to sustain the whole structure. The variables and properties that have influenced their ...  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 Cohesive Soil Reinforced by Polypropylene Fiber
Behavior of Cohesive Soil Reinforced by Polypropylene Fiber

Mohammed A. Al-Neami; Falah Hasan Raheel; Yassein H. Al-Ani

Volume 38, 6A , June 2020, , Page 801-812

https://doi.org/10.30684/etj.v38i6A.109

Abstract
  For any land-based structure, the foundation is very important and has to be strong to support the entire structure. In order for the foundation to be strong, the soil underneath it ...  Read More ...