Behavior of Single Micropile Under Different Lateral Load Rates
Behavior of Single Micropile Under Different Lateral Load Rates

Mohammed A. Al-Neami; Husam H. Baqir; Saif H. Hameed

Volume 39, 2A , February 2021, , Page 167-179

https://doi.org/10.30684/etj.v39i2A.654

Abstract
  This paper displays an empirical work of a micropile inserted in the dry river sand with different length to diameter (L/D) ratios (13, 15, 27, 42, and 50). The experimental work is ...  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 ...