Effect of Structure Stiffness on Stresses Distribution under The Foundation,

Faculty Engineering Year: 2017
Type of Publication: ZU Hosted Pages:
Authors:
Nagwa Ragab Mahmoud Elsakhawy
Journal: International Conference on Advances in Structural and Geotechnical Engineering, ICASGE’17, 27-30 March 2017, Hurghada, Egypt A, International Conference on Advances in Structural and Geotechnical Engineering, ICASGE’17, 27-30 March 2017, Hurghada, Egypt Volume:
Keywords : Effect , Structure Stiffness , Stresses Distribution under    
Abstract:
Foundation response is a complex interaction of the foundation itself, the superstructure, and the soil. That interaction may continue for a long time until final equilibrium is established between the superimposed loads and the supportin
    
     
 
       

Author Related Publications

  • Nagwa Ragab Mahmoud Elsakhawy, "Numerical Studies of Piles in Saturated Expansive Soils", The Egyptian International Journal of Engineering Science and Technology, Faculty of Engineering, Zagazig, University, Egypt, 2012, 2012 More
  • Nagwa Ragab Mahmoud Elsakhawy, "The Limit of the Unit Pile Shaft Resistance,” Second Int. Conf. for Civil Eng., Technical Military", لايوجد, 1900 More
  • Nagwa Ragab Mahmoud Elsakhawy, "Permeability of Compacted Fly-Ash Sand Mixture ,” Magazine of Civil Research", لايوجد, 1900 More
  • Nagwa Ragab Mahmoud Elsakhawy, "Stress-Strain-Time Performance of Peat Soil,” Magazine of Civil Research", لايوجد, 1900 More
  • Nagwa Ragab Mahmoud Elsakhawy, "Prediction of the axial bearing capacity of piles by five-Cone Penetration Test based design methods", لايوجد, 1900 More

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