Bio-modification of rubberised asphalt binder to enhance its performance-Reference-Cited by-同舟云学术

Bio-modification of rubberised asphalt binder to enhance its performance

Published:2017-11-24 Issue:10 Volume:20 Page:1216-1225
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Fini Elham H.¹,Hosseinnezhad Shahrzad²,Oldham Daniel³,Mclaughlin Zachery⁴,Alavi Zia⁵,Harvey John⁵

Affiliation:

1. Center for Highway Pavement Preservation, North Carolina A&T State University , Greensboro, NC, USA

2. Department of Energy and Environmental Systems, North Carolina A&T State University , Greensboro, NC, USA

3. Department of Nanoengineering, Joint School of Nanoscience and Nanoengineering, North Carolina A&T State University , Greensboro, NC, USA

4. Materials, North Carolina Department of Transportation , Raleigh, NC, USA

5. Civil and Environmental Engineering, University of California Pavement Research Center (UCPRC), University of California, Davis , Davis, CA, USA

Funder

National Cooperative Highway Research Program

University Transportation Center: Center for Highway Pavement Preservation

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2017.1398548

Reference33 articles.

1. Alavi, M.Z. , He, Y. , and Jones, D. , 2014. Investigation of the effect of reclaimed asphalt pavement and reclaimed asphalt shingles on the performance properties of asphalt binders: interim report . Davis: University of California Pavement Research Center, UCPRC-TM-2014-06.

2. Anderson, M. , 2014. Introduction to the multiple-stress creep-recovery (MSCR) test and its use in the PG binder specification. 54th Annual Idaho Asphalt Conference. Presentation. Available from: http://www.webpages.uidaho.edu/bayomy/IAC/54th/Presentations_54th/2.%20IAC2014_MSCR_Mike%20Anderson.pdf.

3. Enhancing the performance of crumb rubber-modified binders through varying the interaction conditions

4. Decay law of Cement-Emulsified-Asphalt-Cold-Recycled Mixture (CEACRM) in recycling process

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