Dynamic Finite Element Analysis of Sandy Soil-Pipe System Reinforced by Geogrid
Dynamic Finite Element Analysis of Sandy Soil-Pipe System Reinforced by Geogrid

N.H. Jajjawi

Volume 35, 4A , April 2017, , Page 421-430

https://doi.org/10.30684/etj.35.4A.15

Abstract
  The stability of tunnels and other underground structures under the influence of dynamic load is one of the important issues that should be studied carefully. The objective of the present ...  Read More ...
Influence of Geogrid Reinforced Loose Sand In Transfer of Dynamic Loading To Underground Structure
Influence of Geogrid Reinforced Loose Sand In Transfer of Dynamic Loading To Underground Structure

Mohammed Y. Fattah; Nahla M. Salim; Mohammad S. Ismaiel

Volume 34, 11A , November 2016, , Page 1915-1927

https://doi.org/10.30684/etj.34.11A.1

Abstract
  Underground facilities are an integral part of the infrastructure of modern society and are used for a wide range of applications, including subways and railways, highways, material ...  Read More ...
Studying Properties of Cu-Al-SiC Composites Prepared by P/M Technique
Studying Properties of Cu-Al-SiC Composites Prepared by P/M Technique

Ziyad S. Ahmed; Ali M. Mousa; Samir B. Younis

Volume 30, Issue 7 , April 2012, , Page 1240-1248

https://doi.org/10.30684/etj.30.7.11

Abstract
  A composite of copper powder reinforced with SiCp (0-10 wt%) in which aluminum powder of ( 2 wt%) was added for improving wettability of the ceramie phase. . The composite mixture was ...  Read More ...
The Effect of Adding Nickel Element on Mechanical and Wear Properties of SiCp-Cu Composites
The Effect of Adding Nickel Element on Mechanical and Wear Properties of SiCp-Cu Composites

Samir B. Younis

Volume 28, Issue 21 , October 2010, , Page 6228-6236

https://doi.org/10.30684/etj.28.21.2

Abstract
  Reinforced composites are prepared from a Copper as a matrix with SiCpowder in different percentage ( i.e 5-25 vol.%) .For each prepared reinforcedcomposite with respect to SiC addition ...  Read More ...