A Simplified Rational Technique for Hot asphalt Concrete Mix Design

Faculty Engineering Year: 2004
Type of Publication: ZU Hosted Pages:
Authors:
Metwaly Goda Mohamed Eltaher
Journal: Mnsoura fourth International Engineering Conference , Mansoura Mnsoura fourth International Engineering Conference , Mansoura Volume:
Keywords : , Simplified Rational Technique , , asphalt Concrete , Design    
Abstract:
This research developed a simplified rational technique giving enough definition about the stability of under the effect of different traffic loads without causing deformation of wearing course layer. The study define also the maximum tire
   
     
 
       

Author Related Publications

  • Metwaly Goda Mohamed Eltaher, "Using Long Term Pavement Performance data to Predict Seasonal Variation in Asphalt Concrete Modulus", Transportation research Record, 2004 More
  • Metwaly Goda Mohamed Eltaher, "Prediction of Seasonal Variation of Subgrade Resilient Using LTPP Data", Transportation research Board, 2003 More
  • Metwaly Goda Mohamed Eltaher, "Analysis of Pavement Rutting and Planning of its Maintenance Operations", Al-Azhar Engineering International Conference , Cairo, 2003 More
  • Metwaly Goda Mohamed Eltaher, "A simple Method for Determining Resilient modules of Hot Asphalt sand Mixes", Al- Azhar engineering international conference , Cairo, 2003 More
  • Metwaly Goda Mohamed Eltaher, "Optimum Shear Strenth for Rutting Resistance of Paving Mixes", 5 th International Alexandria Conference for Structural and Geotechnical Engineering, Alexandria., 2003 More

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  • Metwaly Goda Mohamed Eltaher, "Optimum Shear Strenth for Rutting Resistance of Paving Mixes", 5 th International Alexandria Conference for Structural and Geotechnical Engineering, Alexandria., 2003 More
  • Fathy Mahmoud Mohamed Mandel, "“Evaluation Measures Of Pavement Maintenance Effectiveness”", Engineering Research Journal (ERJ), Minufiya University, Faculty of Engineering, Shebin El-Kom, , ISSN 1110-1180, Volume 31, No. 3, PP281-289, July 2, 2016 More
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