Prediction Model for Field Rut Depth of Asphalt Pavement Based on Hamburg Wheel Tracking Test Properties-Reference-Cited by-同舟云学术

Prediction Model for Field Rut Depth of Asphalt Pavement Based on Hamburg Wheel Tracking Test Properties

Author:

Zhang Weiguang¹,Shen Shihui²,Wu Shenghua³,Mohammad Louay N.⁴

Affiliation:

1. Pavement Research Associate, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32609.

2. Associate Professor, Rail Transportation Engineering, Pennsylvania State Univ., Altoona, PA 16601 (corresponding author).

3. Senior Sustainability Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

4. Professor, Dept. of Civil and Environmental Engineering, Louisiana Transportation Research Center, Louisiana State Univ., Baton Rouge, LA 70803

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference17 articles.

3. Comparison of laboratory and field density of asphalt mixtures;Brown E. R.;Transp. Res. Rec.,1991

5. Leahy R. B. (1989). “Permanent deformation characteristics of asphalt concrete.” Ph.D. dissertation Univ. of Maryland College Park MD.

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