Consolidating Soil-Pile Interaction

Faculty Engineering Year: 2013
Type of Publication: ZU Hosted Pages:
Authors:
Nagwa Ragab Mahmoud Elsakhawy
Journal: The Egyptian International Journal of Engineering Science and Technology, Faculty of Engineering, Zagazig, University, Egypt, 2012 Proceedings of the 18th International Conf. on Soil Mechanics and Geot. Eng., Paris 2013 Volume:
Keywords : Consolidating Soil-Pile Interaction    
Abstract:
Soft clay is consolidated upon any slight change in the effective vertical stress. Consolidation causes a downdrag movement to the shaft piles that penetrate this layer. The downdrag movement adds additional loads to the already loaded pi
    
     
 
       

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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