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

Faculty Engineering Year: 2018
Type of Publication: ZU Hosted Pages: 13
Authors:
Mohammed Elazab Ahmed Elkelany
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
    
     
 
       

Author Related Publications

  • Mohammed Elazab Ahmed Elkelany , "A cost-effective method to protect the coastal regions from sea level rise A case study: Northern coasts of Egypt", Journal of Water and Climate Change, 2016 More
  • Mohammed Elazab Ahmed Elkelany , "Numerical Analysis of Tunnel Boring Machine in Soft Ground", Jokull Journal, 2017 More
  • Mohammed Elazab Ahmed Elkelany , "METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION", International Journal of Civil Engineering and Technology (IJCIET), 2016 More
  • Mohammed Elazab Ahmed Elkelany , "COMPARISON BETWEEN FLAT SLAB AND SOLID SLAB SYSTEMS IN STRESSES DISTRIBUTION UNDER THE FOUNDATION USING FINITE ELEMENT ANALYSIS", Jokull Journal, 2016 More
  • Mohammed Elazab Ahmed Elkelany , "Bearing Capacity of Strip Footing on Soft Clay with Encapsulated Granular Trenches", Jokull Journal,, 2017 More

Department Related Publications

  • Mohammed Elazab Ahmed Elkelany , "METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION", International Journal of Civil Engineering and Technology (IJCIET), 2016 More
  • Nagwa Ragab Mahmoud Elsakhawy, "METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION", International Journal of Civil Engineering and Technology (IJCIET), 2016 More
  • Elsayed saad Abdelsalam Salman, "S. Abdel Salam, “CONTINUOUS HAUNCHED BEAMS WITH EQUAL SPANS : FINITE ELEMENT ANALYSIS”, Proceedings of the Tenth Annual Operation Research Confe., Zagazig Univ., 9 - 10 April, 1985.", Proceedings of the Tenth Annual Operation Research Confe., Zagazig Univ., 1985 More
  • Elsayed saad Abdelsalam Salman, "S. Abdel Salam, “EXPERIMENTAL STRESS ANALYSIS OF TWO HINGED FRAME”, Bulletin of Faculty of Eng., Cairo Univ., No. 2, 1985.", Bulletin of Faculty of Eng., Cairo Univ., No. 2, 1985 More
  • Elsayed saad Abdelsalam Salman, "S. Abdel Salam, O. Shallan, T. Saker, H. Elsayed. “NONLINEAR SEISEMIC ANALYSIS OF COUPLED SHEAR WALLS SOIL INTERACTION”. Proceeding of 7th International Conf. On Multi – Purpose High – Rise Towers and Tall Building , IFHS 2005 Dubai, UAE, D", The dynamic interactions between soil and shear walls play an important role in the seismic response of structures which changes the natural frequenci, 2005 More
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