Punching Shear Resistance of Reinforced Concrete Flat Slabs Strengthened by CFRP and GFRP: A Review of Literature
Punching Shear Resistance of Reinforced Concrete Flat Slabs Strengthened by CFRP and GFRP: A Review of Literature

Hadi N. G. Al-Maliki; Ali Al-Balhawi; Asma M. Ali

Volume 39, Issue 8 , August 2021, , Page 1281-1290

https://doi.org/10.30684/etj.v39i8.2011

Abstract
  Flat reinforced concrete (RC) slabs or plates are still widely used in buildings and are most popular in single or multiple story floor construction systems. This is due to the ease ...  Read More ...
Improvement of Soft Clayey Soil by Bio-polymer
Improvement of Soft Clayey Soil by Bio-polymer

Teba A. Abd; Mohammed Y. Fattah; Mohammed F. Aswad

Volume 39, Issue 8 , August 2021, , Page 1301-1306

https://doi.org/10.30684/etj.v39i8.2053

Abstract
  This examination explains the utilization of bio-polymer powder for clayey soil enhancement. The article concentrates around examining the strength attitude of the clayey soils built ...  Read More ...
Sand Column Stabilized by Silica Fume Embedded in Soft Soil
Sand Column Stabilized by Silica Fume Embedded in Soft Soil

Hussein H. Karim; Zeena W. Samueel; Mohammed S. Mohammed

Volume 34, 6A , June 2016, , Page 1047-1057

https://doi.org/https://doi.org/10.30684/etj.34.6A.2

Abstract
  This research aims to study the behavior of the sand columns stabilized with silica fume (as an additive with different percentages) and driven in soft soil bed with undrained shear ...  Read More ...
Strength Improvement of Soft Soil Treated Using Stone Columns
Strength Improvement of Soft Soil Treated Using Stone Columns

Mohammed Y. Fattah; Mohammed A. Al-Neami; Ahmed Shamel Al-Suhaily

Volume 33, 8A , October 2015, , Page 1740-1756

https://doi.org/10.30684/etj.2015.108820

Abstract
  A total number of 12 models tests were carried out on models of soft clays of different values of undrained shear strength varying from 8 to 18 kPa. The tests consist of twelve models ...  Read More ...
Behavior of Expansive Soil Treated with Silica Fume Material
Behavior of Expansive Soil Treated with Silica Fume Material

Zeena Waleed .S. Abbawi

Volume 33, 5A , June 2015, , Page 1226-1246

https://doi.org/10.30684/etj.33.5A.4

Abstract
  This research deals with the improvement of the mechanical properties of expansive clay soils by silicafume. The expansive soil was prepared in laboratory by mixing natural soil brought ...  Read More ...
Improvement of Sabkha Soil by Using Geomesh and Addition of Polycoa
Improvement of Sabkha Soil by Using Geomesh and Addition of Polycoa

Hassan Obaid Abbas

Volume 30, Issue 4 , February 2012, , Page 568-576

https://doi.org/10.30684/etj.30.4.4

Abstract
  Sabkha soil is a rich soil with salt deposited which result from evaporation of water, it is one of the many types of collapsible soils and in turn is one of the many types of problematic ...  Read More ...
Improvement of Ballast Embankment Resting on Soft Clay by Reed and Asphalt Layers
Improvement of Ballast Embankment Resting on Soft Clay by Reed and Asphalt Layers

Namir.K.S. AL-Saoudi; Falah H. Rahil; Kawther Y.H. AL-Soudany

Volume 29, Issue 15 , November 2011, , Page 3224-3241

https://doi.org/10.30684/etj.29.15.16

Abstract
  The present paper investigates the possibility of using reed and /or asphalt as stabilizing materials for ballast model embankment overlaying a bed of soft soil. Four model tests were ...  Read More ...
Numerical Study of Forced Convection in Wavy and Diverged-Converged Ducts
Numerical Study of Forced Convection in Wavy and Diverged-Converged Ducts

Waheed S. Mohamad; Sattar J. Habeeb; Anmar M. Basheer

Volume 27, Issue 7 , May 2009, , Page 1385-1403

https://doi.org/10.30684/etj.27.7.14

Abstract
  A three-dimensional study of developing fluid flow and heat transfer throughwavy and diverged-converged ducts were studied numerically for a Prandlt number 0.7and 5.85 and compared ...  Read More ...
Behaviour of Encased Floating Stone Columns
Behaviour of Encased Floating Stone Columns

Mohammed Y. Fattah; Qutaiba G. Majeed

Volume 27, Issue 7 , May 2009, , Page 1404-1421

https://doi.org/10.30684/etj.27.7.15

Abstract
  In this paper, the finite element method is utilized as a tool for carrying out differentanalyses of stone column–soil systems under different conditions. A trial is made toimprove ...  Read More ...