Rational Mix-Design Procedure for Cold In-Place Recycling Asphalt Mixtures and Performance Prediction-Reference-Cited by-同舟云学术

Rational Mix-Design Procedure for Cold In-Place Recycling Asphalt Mixtures and Performance Prediction

Published:2016-06 Issue:6 Volume:28 Page:04016008
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Lee K. Wayne¹,Brayton Todd E.²,Mueller Max³,Singh Ajay⁴

Affiliation:

1. Professor of Civil Engineering and Director of RI Transportation Research Center, Univ. of Rhode Island, Bliss Hall #212, Kingston, RI 02881 (corresponding author).

2. Transportation Engineer, Bryant Associates, Inc., 12 Breakneck Hill Rd., Lincoln, RI 02865.

3. Research Engineer, Technical Univ. of Braunschweig, Weberstr 31, 38106 Braunschweig, Germany.

4. Research Associate, Rhode Island Transportation Research Center (RITRC), URI, Bliss Hall #308, Kingston, RI 02881.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001492

Reference15 articles.

1. AASHTO. (1998). “Report on cold recycling of asphalt pavements.” Task Force No. 38 Joint Committee Washington DC.

2. AASHTO. (2006). “Determining the creep compliance resilence modulus and strength of asphalt materials using indirect tensile test device.” Washington DC.

3. AASHTO. (2010). “Standard specification for transportation materials and methods of sampling and testing.” Washington DC.

4. Batista F. Antunes M. Mollenhauer K. and McNally C. (2012). “Building blocks of best practice guide on cold in-place recycling.” Proc. 5th Eurosphalt and Eurobitumen Congress European Asphalt Pavement Association (EAPA) Brussels Belgium.

5. Cross S. A. and Ramaya B. M. (1995). “Evaluation of cold in-place recycling.” Rep. No. K-TRAN: KU-93-1 Kansas Dept. of Transportation Topeka KS.

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