Consolidation Behavior of Two-Pile Group System under Different Loading Condition using the Bounding Surface Model
Consolidation Behavior of Two-Pile Group System under Different Loading Condition using the Bounding Surface Model

Qassun S. Mohammed Shafiqu; Maarib M. Ahmed

Volume 31, Issue 19 , November 2013, , Page 185-202

https://doi.org/10.30684/etj.31.19A.14

Abstract
  In this paper, soil-water coupling analyses with finite element method are conducted to investigate the long-term displacements of two-pile foundation installed in saturated cohesive ...  Read More ...
Strength and Consolidation Characteristics of Compacted Clayey Soil Having a Special Case of Standard Compaction Curve
Strength and Consolidation Characteristics of Compacted Clayey Soil Having a Special Case of Standard Compaction Curve

Ibrahaim M. Al-Kiki; Abdulrahman H. Al-Zubaydi; Moafaq A. Al-Atalla

Volume 31, Issue 9 , June 2013, , Page 1791-1801

https://doi.org/10.30684/etj.2013.82190

Abstract
  This paper deals with the results of an experimental study carried out on compacted clayey soil, to investigate the strength and consolidation characteristics of this soil. This soil ...  Read More ...
Some Negative Effects of Wastewater on Clayey Soil
Some Negative Effects of Wastewater on Clayey Soil
Volume 28, Issue 22 , November 2010, , Page 1142-1155

https://doi.org/10.30684/etj.28.22.19

Abstract
  This study deals with the effect of wastewater on some physical, chemical andconsolidation properties of clayey soil and investigates the effect of wastewater flowbeneath buildings’ ...  Read More ...
Consolidation Characteristics of Unsaturated Soil
Consolidation Characteristics of Unsaturated Soil

Firas J. Kadhim; Mohammed Y. Fattah

Volume 27, Issue 10 , July 2009, , Page 2027-2046

https://doi.org/10.30684/etj.27.10.10

Abstract
  The most common three-phase problem in porous media is the flow of air and water. This is for example found in the unsaturated zone, where water infiltrates through partly saturated ...  Read More ...
CONTRIBUTION OF LIQUID ASPHALT IN SHEAR STRENGTH AND REBOUND CONSOLIDATION BEHAVIOUR OF GYPSEOUS SOIL
CONTRIBUTION OF LIQUID ASPHALT IN SHEAR STRENGTH AND REBOUND CONSOLIDATION BEHAVIOUR OF GYPSEOUS SOIL

SAAD I. SARSAM; SALAH W. IBRAHIM

Volume 26, Issue 4 , April 2008, , Page 484-495

https://doi.org/10.30684/etj.29.4.10

Abstract
  AbstractThis paper deals with the effect of stabilizing gypseous soil using two liquid Asphalttypes (cutback and emulsion) on its behavior in shear strength and reboundconsolidation.Soil-Asphalt ...  Read More ...