IMPROVEMENT OF BEARING CAPACITY OF STRIP FOOTING ON GEOGRID REINFORCED SOFT CLAY

Faculty Engineering Year: 2018
Type of Publication: ZU Hosted Pages: 13
Authors:
Journal: Jokull Journal Jokull Journal Volume: Vol 68,
Keywords : IMPROVEMENT , BEARING CAPACITY , STRIP FOOTING ON GEOGRID    
Abstract:
Soft clay is one of the difficult soils and structures constructed on these soils are well thought-out to be at hazard due to their low shear strength and high compressibility. Therefore, manufacture on soft clay requires soil improvement
   
     
 
       

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Department Related Publications

  • Eshak Ibrahiem Eshak Hana, "Effect of Partial Fixity of Bearings on the Structural Behaviour of Bridges", The 13th International Conference on Civil, Structural and Environmental Engineering computing, Greece, 6-9 Sept. 2011., 2011 More
  • Eshak Ibrahiem Eshak Hana, "Solution of a Stability Problem of Segmental Box Girder Bridge", 4th Alexandria International Conference on Structural and Geotechnical Engineering, Vol.1, Alex. Univ., Alexandria, Egypt, April 2001., 2001 More
  • Eshak Ibrahiem Eshak Hana, "Stability of Plates Subjected to Concentrated and Partially Distributed Inplane Loads", 2nd Conference on Theoretical and Applied Mechanics, Academy of Scientific Research and Technology, Cairo, 1985., 1985 More
  • Eshak Ibrahiem Eshak Hana, "Design Charts for Bending Moments in Highway Bridge Slabs due to Moving Loads", 3rd Arab Structural Eng. Conference, Vol.2, Faculty of Eng., the United Arab Emirates Univ., March 1989., 1989 More
  • Eshak Ibrahiem Eshak Hana, "Stability of Pointly Supported Plates Compressed in Two Directions by Finite Elements", 1st Alexandria Conference on Structural and Geotechnical Eng., Vol.1, Alex. Univ., Dec. 1990., 1990 More
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