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 ...
Effective Length of Geogrid Reinforcement Layers under Circular Footing Resting on Sand
Effective Length of Geogrid Reinforcement Layers under Circular Footing Resting on Sand

Jawdat Kadhim Abass

Volume 34, 9A , September 2016, , Page 1823-1833

https://doi.org/10.30684/etj.34.9A.9

Abstract
  This investigation aims at finding the effective length of geogrid reinforcement layers under circular footing. For this purpose xperimental models were used.The effect of relative ...  Read More ...
Reducing Settlement of Soft Soils Using Local Materials
Reducing Settlement of Soft Soils Using Local Materials

Mohammed A. Mahmoud Al-Neami

Volume 28, Issue 23 , November 2010, , Page 6649-6661

https://doi.org/10.30684/etj.28.23.4

Abstract
  The present work investigates the settlement behaviour of weak soils which cover the middle and southern part of Iraq. Physical and chemical properties were studied for weak soil brought ...  Read More ...