Experimental and Numerical Study for the Optimization of Bottom of Foundation Shapes on Soft Soils

Faculty Engineering Year: 2016
Type of Publication: ZU Hosted Pages:
Authors:
Tarek Nagieb Abdallah Salem
Journal: INTERNATIONAL JOURNAL OF SCIENTIFIC & ENGINEERING RESEARCH INTERNATIONAL JOURNAL OF SCIENTIFIC & ENGINEERING RESEARCH Volume:
Keywords : Experimental , Numerical Study , , Optimization , Bottom , Foundation    
Abstract:
Shallow foundations resting on a deep layer of soft saturated clay is considered a geotechnical challenge. The design engineer is faced with challenges in selecting safe and economic solutions for the foundations of these light structures b
    
     
 
       

Author Related Publications

  • Tarek Nagieb Abdallah Salem, "A TWO-COMPONENT BARRIER SYSTEM TO PROTECT COASTAL REGIONS FROM THE RISING SEA LEVELS", EIJESTThe Egyptian Int. J. of Eng. Sci. and Technology, 2014 More
  • Tarek Nagieb Abdallah Salem, "Behavior of Offshore Pile in Calcareous Sand—Case Study", MDPI, 2021 More
  • Tarek Nagieb Abdallah Salem, "Lateral response enhancement of a conventional offshore monopile using skirts of helical piles and pipe piles with stiffeners", springer, 2021 More
  • Tarek Nagieb Abdallah Salem, "Properties of soil–bentonite–cement bypass mixture for cutoff walls", Construction and Building Materials, 2015 More
  • Tarek Nagieb Abdallah Salem, "Experimental Study for the Optimization of Foundation Shapes on Soft Soil", كلية الهندسة -جامعه الزقازيق, 2016 More

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  • Elsayed saad Abdelsalam Salman, "S. Abdel Salam, A. Akl, O. Shallan, “DYNAMIC ANALYSIS OF TUNNEL”, Proceedings of the International Congress on Tunneling and ground Conditions, 3-7 April 1994, national Authority for Tunnels, Cairo, Egypt.", Proceedings of the International Congress on Tunneling and ground Conditions national Authority for Tunnels, Cairo, Egypt., 1994 More
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