Parametric Study and Design Charts based on Movement of Reinforced Earth Retaining Wall

Faculty Engineering Year: 2010
Type of Publication: ZU Hosted Pages:
Authors:
Nagwa Ragab Mahmoud Elsakhawy
Journal: medical journal of cairo university 1st International Conference on Information Technology in Geo-Engineering (ICITG-Shanghai 2010) Volume:
Keywords : Parametric Study , Design Charts based , Movement    
Abstract:
The deformation resulting from wall movements is an important performance criterion for reinforced earth retaining walls. However, conventional wall design procedures are primarily stress–based and do not consider deformations explicitly.
   
     
 
       

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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