Unifying Asphalt Rheological Data Using the Material's Volumetric-Flow Rate

Author:

Shenoy Aroon1

Affiliation:

1. Sr. Res. Fellow, Turner-Fairbank Hwy. Res. Ctr., 6300 Georgetown Pike, McLean, VA 22101. E-mail: aroon.shenoy@fhwa.dot.gov

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. American Association of State Highway Transportation Officials (AASHTO). ( 1993a). . “Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO provisional standard TP5 (Edition 1A) Washington D.C.

2. American Association of State Highway Transportation Officials (AASHTO). ( 1993b). . “Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV).” AASHTO provisional standard PPI (Edition 1A ) Washington D.C.

3. Anderson D. A. et al. ( 1994). “Binder characterization and evaluation Vol. 3: Physical characterization.” Rep. SHRP-A-369 Strategic Hwy. Res. Program National Research Council Washington D.C.

4. Bahia H. U. and Anderson D. A. ( 1995). “Strategic Highway Research Program binder rheological parameters: Background and comparison with conventional properties.” Transp. Res. Rec. 1488 Transportation Research Board Washington D.C. 32–39.

5. Bogue D. C. ( 1966). “An explicit constitutive equation based on integrated strain history.” Industrial Engrg. Chemistry Fundamentals 5 253–259.

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