Preliminary Dynamic Modulus Criteria of HMA for Field Rutting of Asphalt Pavements: Michigan’s Experience-Reference-Cited by-同舟云学术

Preliminary Dynamic Modulus Criteria of HMA for Field Rutting of Asphalt Pavements: Michigan’s Experience

Published:2011-01 Issue:1 Volume:137 Page:37-45
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Goh Shu Wei¹²³⁴,You Zhanping¹²³⁴,Williams R. Christopher¹²³⁴,Li Xinjun¹²³⁴

Affiliation:

1. Ph.D. Student and Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931-1295.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295 (corresponding author).

3. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 490 Town Engineering Building, Ames, IA 50011.

4. Asphalt Mixture Scientist/Laboratory Manager, ESCINC Turner-Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, Rm. F114, HRD1-11 McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000191

Reference29 articles.

1. Carpenter S. H. and Vavrik W. R. (2001). “Repeated triaxial testing during mix design for performance characterization.” Transportation Research Record . 1767 Transportation Research Board Washington D.C. 76–84.

2. Hirsch model for estimating the modulus of asphalt concrete;Christensen D. W.;J. Assoc. Asphalt Paving Technol.,2003

3. Cominsky R. J. Killingsworth B. M. Anderson R. M. Anderson D. A. and Crockford W. W. (1998). “Quality control and acceptance of superpave-designed hot mix asphalt.” Project D9-7 NCHRP Rep. 409 Transportation Research Board Washington D.C.

4. Use of the Asphalt Pavement Analyzer and Repeated Simple Shear Test at Constant Height to Augment Superpave Volumetric Mix Design

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