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 ...
Effect of the Slenderness Ratio of Piles on Ultimate Lateral Resistance in Sandy Soil
Effect of the Slenderness Ratio of Piles on Ultimate Lateral Resistance in Sandy Soil

Iman A. Ali; Saad F. Abbas; Karim H. Ibrahim

Volume 39, Issue 12 , December 2021, , Page 1740-1747

https://doi.org/10.30684/etj.v39i12.105

Abstract
  This research presents the results of 14 tests, where the pile is subjected to static lateral loads. The tests are carried out on pile models with different length / diameter ratios ...  Read More ...
Flexural Rigidity of Slender RC Columns
Flexural Rigidity of Slender RC Columns

Sabeh Z. Al-Sarraf; Ihsan A. S. Al-Shaarbaf; Bassman R. Al-Bakri; Kaiss F. Sarsam

Volume 27, Issue 1 , January 2009, , Page 96-115

https://doi.org/10.30684/etj.27.1.8

Abstract
  166320 hypothetical reinforced concrete (RC) columns, each with a differentcombination of variables, were used to investigate the major variables that affect theflexural rigidity (EI) ...  Read More ...