Effect of Dynamic Earth Vibration on the Behavior of Laterally Loaded Single Pile Embedded within Unsaturated Soil
Effect of Dynamic Earth Vibration on the Behavior of Laterally Loaded Single Pile Embedded within Unsaturated Soil

Maha H. Abood; Mahmood R. Mahmood; Nahla M. Salim

Volume 39, Issue 12 , December 2021, , Page 1748-1752

https://doi.org/10.30684/etj.v39i12.508

Abstract
  Most of the studies of laterally loaded piles focused on the behavior for piles subjected to static or cyclic lateral loading embedded within dry or saturated soils, few studies investigate ...  Read More ...
Variation of Matric Suction as a Function of Gypseous Soil Dry Density
Variation of Matric Suction as a Function of Gypseous Soil Dry Density

Hussein H. Karim; Qasim A. Al-Obaidi; Ali A. Al-Shamoosi

Volume 38, 6A , June 2020, , Page 861-868

https://doi.org/10.30684/etj.v38i6A.550

Abstract
  Gypseous soil is one of the most problematic types of collapsible soils which is affected by many geotechnical factors. The most important factors are the effect of loading and wetting ...  Read More ...
Effect of Cycling Wetting and Drying on Suction Variation Under Axial Loading an Experimental Approach
Effect of Cycling Wetting and Drying on Suction Variation Under Axial Loading an Experimental Approach

Suhail A. A. Khattab; Asma Ahmed Ali

Volume 34, 13A , December 2016, , Page 2500-2506

https://doi.org/10.30684/etj.34.13A.12

Abstract
  Disregarded the unsaturated soil behavior, like changes in volume and soil collapsing has caused a lot of damage to the foundations of the buildings and other structures. These behaviors ...  Read More ...
Total and Matric Suction in Unsaturated Soil with the Existence of Different Salts Content
Total and Matric Suction in Unsaturated Soil with the Existence of Different Salts Content

Mohammed Y. Fattah; Asmaa Y. Yahya; Maysam Th. Al-Hadidi; Balqees A. Ahmed

Volume 31, Issue 20 , November 2013, , Page 280-298

https://doi.org/10.30684/etj.2013.83800

Abstract
  Soils located above the groundwater table are generally unsaturated and exhibit negative pore-water pressures. A soil-water characteristic curve (SWCC) that relates the water content ...  Read More ...
Effect of Suction on Volumetric Yielding Behavior under Different Initial Conditions for Fine-Grained Soils
Effect of Suction on Volumetric Yielding Behavior under Different Initial Conditions for Fine-Grained Soils

Yasir Al-Badran; Tom Schanz

Volume 31, Issue 20 , November 2013, , Page 339-358

https://doi.org/10.30684/etj.2013.83848

Abstract
  The unsaturated soils are difficult to consider within the framework of classical (saturated) soil mechanics. In general, the unsaturated soil is stiffer than the saturated one (hardening), ...  Read More ...
Numerical Modeling of Pore Water Pressure Development in Mosul Dam
Numerical Modeling of Pore Water Pressure Development in Mosul Dam

Suhail A. A. Khattab; Amina A. Khalil

Volume 31, 4A , April 2013, , Page 618-631

https://doi.org/10.30684/etj.31.4A.2

Abstract
  A finite element method is useful tools to be applicable in many geotechnical engineering topics. In this paper the pore water pressure development within the clay core of MOSUL earth ...  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 ...