Moisture Susceptibility and Rut Resistance of RAP Asphalt Mixtures with High Percentage of Natural Sand

Author:

Xiao Feipeng1,Amirkhanian Serji N.2

Affiliation:

1. Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China (corresponding author).

2. Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487; and State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Ahlrich R. C. (1991). “The effects of natural sands on asphalt concrete engineering properties.” Tech. Rep. GL-91-3 Dept. of the Army Waterways Experiment Station Vicksburg MS.

2. Ahlrich R. C. (1996). “Influence of aggregate gradation and particle shape/texture on permanent deformation of hot mix asphalt pavements.” No. WES/TR/GL-96-1 Army Engineer Waterways Experiment Station Geotechnical Lab Vicksburg MS.

3. Anderton G. A. (1990). “Evaluation for asphalt concrete samples from O’Connel Boulevard-Fort Carson.” Letter Rep. U.S. Army Engineer Waterways Experiment Station Vicksburg MS.

4. Brown E. R. (1983). “Asphalt concrete problems at fort Rucker.” Letter Rep. U.S. Army Engineer Waterways Experiment Station Vicksburg MS.

5. Busching H. W. Burati J. L. and Amirkhanian S. N. (1986). “An investigation of stripping in asphalt concrete in South Carolina.” Publication No. FHWA-SC-86-02 South Carolina Dept. of Transportation Columbia SC.

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