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 ...
ANSYS-Based Structural Analysis Study of Elevated Spherical Tank Exposed to Earthquake
ANSYS-Based Structural Analysis Study of Elevated Spherical Tank Exposed to Earthquake

Mahmoud Saleh Al-Khafaji; Ahlam S. Mohammed; Muna A. Salman

Volume 39, Issue 6 , June 2021, , Page 870-883

https://doi.org/10.30684/etj.v39i6.460

Abstract
  Damage of elevated tanks during earthquakes can jeopardize the supply of drinking water and causes significant economic losses. Therefore, seismic analysis of tanks containing liquids ...  Read More ...
Evaluation of the Hydrodynamic Pressure Effect of Cylindrical Liquid Storage Tank on The Granular Soil Behavior Under Seismic Excitation
Evaluation of the Hydrodynamic Pressure Effect of Cylindrical Liquid Storage Tank on The Granular Soil Behavior Under Seismic Excitation

Ahmed A. Hussein; Mohammed A. Al-Neami; Falah H. Rahil

Volume 39, 1A , January 2021, , Page 64-78

https://doi.org/10.30684/etj.v39i1A.1697

Abstract
  Many liquid storage tanks around the world have been affected by earthquakes, and the seismic analysis of such tanks is much more complicated due to the Fluid-Structure Interaction. ...  Read More ...
Behavior of Khassa Chai Earth Dam under Earthquake Excitation
Behavior of Khassa Chai Earth Dam under Earthquake Excitation

Mohammed Y. Fattah; Haider H. Alwash; Sarah. A. Hadi

Volume 34, 15A , December 2016, , Page 2784-2795

https://doi.org/10.30684/etj.34.15A.1

Abstract
  An earth dam is built of suitable available soils obtained from borrow areas or required excavation which are then distributed and compacted in layers using mechanical means. Earth ...  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 ...