Prediction of Hot Mix Asphalt Stability Using the Superpave Gyratory Compactor

Author:

Dessouky Samer1,Masad Eyad2,Bayomy Fouad3

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3135.

2. Assistant Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3135.

3. Professor, Dept. of Civil Engineering, Univ. of Idaho, Moscow, ID 83844-1022.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Coefficient of friction of binary granular mixtures in contact with a smooth wall

2. Mixture testing, analysis and field performance of the pilot Superpave projects: The 1992 SPS-9 mixtures;Anderson R. M.;J. Assoc. Asphalt Paving Technol.,2000

3. Optimization of constructability and resistance to traffic: Anew design approach for HMA using the Superpave compactor;Bahia H.;J. Assoc. Asphalt Paving Technol.,1998

4. Brown E. R. and Cross S. A. ( 1992). “A national study of rutting in hot mix asphalt (HMA) pavements.” ASTM Special Technical Publication -- Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance 1147 Philadelphia 535–579.

5. Butcher M. ( 1998). “Determining gyratory compaction characteristics using Servopac gyratory compactor.” Transportation Research Record 1630 Transportation Research Board Washington D.C. 89–97.

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