Numerical Assessment of Piles Behavior in Saturated and Dry Calcareous Sand

Faculty Engineering Year: 2017
Type of Publication: ZU Hosted Pages:
Authors:
Rana Hassan Mohamed Rashad
Journal: International Journal of Trend in Research and Development, International Journal of Trend in Research and Development, Volume:
Keywords : Numerical Assessment , Piles Behavior , Saturated and , Calcareous    
Abstract:
The northern coast line of the Mediterranean Sea is mainly formed of calcareous sand deposits often mixed with broken sea shells which are susceptible to crushing upon loading at various stress levels. The existence of ground water tabl
    
     
 
       

Author Related Publications

  • Rana Hassan Mohamed Rashad, "Stabilizing Piles of Soft Cohesive Slopes: A Case History", Bund. Z, 2012 More
  • Rana Hassan Mohamed Rashad, "STABILIZING SLOPES OF SOFT COHESIVE SOIL WITH LIME COLUMNS STABILISATION D'UNE PENTE D'ARGILE MOLLE PAR COLONNES DE SOL TRAITÉES À LA CHAUX", Fifth International Young Geotechnical Engineering Conference, 2017 More
  • Rana Hassan Mohamed Rashad, "IJTRD | Nov-Dec 2017 Available Online@www.ijtrd.com 304 Numerical Analysis of the Effect of Carbonate Particle Crushing on Piles in Calcareous Sand", International Journal of Trend in Research and Development,, 2017 More
  • Rana Hassan Mohamed Rashad, "Numerical Investigation of Large-Diameter Bored Piles under High-Strain Dynamic Testing: A Case Study in New Alamein City", MDPI, Basel, Switzerland, 2024 More

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  • Mohamed Salah Amin Abdelaal, "Ultrasonic characterization of expanded polystyrene used for shallow tunnels under seismic excitation", journal homepage: www.sciencedirect.com, 2022 More
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