Numerical Studies of Piles in Saturated Expansive Soils

Faculty Engineering Year: 2012
Type of Publication: ZU Hosted Pages:
Authors:
Nagwa Ragab Mahmoud Elsakhawy
Journal: Cancer Biology journal The Egyptian International Journal of Engineering Science and Technology, Faculty of Engineering, Zagazig, University, Egypt, 2012 Volume:
Keywords : Numerical Studies , Piles , Saturated Expansive Soils    
Abstract:
Expansive soil causes considerable damages to structures all over the world. It is necessary that when designing foundations resting over expansive soils, the expected heave of foundations should be calculated and consequently accounted for
    
     
 
       

Author Related Publications

  • 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
  • Nagwa Ragab Mahmoud Elsakhawy, "Compatibility Behavior of Reinforced Earth Retaining Wall", لايوجد, 1900 More

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