Mechanical properties of reclaimed asphalt pavement — natural aggregate blends for granular base

Author:

Stolle Dieter F.E.1,Guo Peijun1,Emery John J.2

Affiliation:

1. Department of Civil Engineering, McMaster University, 1280 Main Street West, Hamilton, ON L9H 7S5, Canada.

2. Shiloh Canconstruct Limited, Caledon, Ontario, Canada; Department of Civil Engineering, McMaster University, Hamilton, ON L9H 7S5, Canada.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference25 articles.

1. Baker, R.F., Palise, F., Maher, M.H., and Papp, W.J., Jr. 1999. Evaluation of reclaimed asphalt pavement and recycled concrete aggregate as a dense graded aggregate base course. Federal Highway Administration Report FHWA-NJ-1999-027-7280, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.

2. Baladi, G., Vallejo, L.E., and Goitom, T. 1983. Normalized characterization model of pavement materials. In Properties of Flexible Pavement Materials. Edited by J.J. Emery. ASTM 807, ASTM International, West Conshohocken, PA, pp. 55–64.

3. Barksdale, R.D. 1972. Repeated load test evaluation of base course materials. Georgia Highway Department Research Project 7002, Georgia Institute of Technology, Atlanta, GA.

4. Bejarano, M.O. 2001. Evaluation of recycled asphalt concrete materials as aggregate base. Technical Memorandum, University of California, Pavement Research Center, Richmond, CA.

5. Chesner, W., Collins, R., MacKay, M., and Emery, J. 1998. User guidelines for waste and by-product materials in pavement construction. Federal Highway Administration Report FHWA-RD- 97-148, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.

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