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 ...
Experimental Study on the Behavior of Bounded Square Footing on Sandy Soil
Experimental Study on the Behavior of Bounded Square Footing on Sandy Soil

Mohammed Y. Fattah; Kais T. Shlash; Husham A. Mohammed

Volume 32, Issue 5 , June 2014, , Page 1083-1105

https://doi.org/10.30684/etj.32.5A.1

Abstract
  Structural skirts are walls fixed to the edges of shallow foundations to improve their bearing capacities. Sometimes, the shallow foundation is bounded by a close obstruction like a ...  Read More ...
Determination of the Adequate Thickness of Granular Subbase Beneath Foundations
Determination of the Adequate Thickness of Granular Subbase Beneath Foundations

Mohammed Y. Fattah; Falah H. Rahil; Mohammed A. Turki

Volume 29, Issue 9 , June 2011, , Page 1845-1869

https://doi.org/10.30684/etj.29.9.18

Abstract
  Where the native soils have poor structural qualities or are expansive, the soil investigation report may recommend importation of soils better suited to providing a subbase for structures. ...  Read More ...
Soaking Effects on the Shear Strength Parameters and Bearing Capacity of Soil
Soaking Effects on the Shear Strength Parameters and Bearing Capacity of Soil

Alaa Dawood Salman

Volume 29, Issue 6 , April 2011, , Page 1107-1123

https://doi.org/10.30684/ etj.29.6.6

Abstract
  This research includes complete study of the laboratory examinations for soil layers and its engineering properties for certain areas of Baghdad city (Alkadhimya, Alaitaifiya, and Alhurriya). ...  Read More ...