Influence of the Type of Binder and Crumb Rubber on the Creep and Recovery of Crumb Rubber Modified Bitumen-Reference-Cited by-同舟云学术

Influence of the Type of Binder and Crumb Rubber on the Creep and Recovery of Crumb Rubber Modified Bitumen

Published:2013-04 Issue:4 Volume:25 Page:438-449
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Divya P. S.¹,Gideon C. S.²,Murali Krishnan J.³

Affiliation:

1. Assistant Pavement Engineer, V R TECHNICHE Consultants Pvt. Ltd., Noida 201305, India; formerly, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

2. M.Tech. Student, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

3. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India (corresponding author).

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.1943-5533.0000608

Reference38 articles.

1. Abdelrahman M. A. and Carpenter S. H. (1999). “Mechanism of interaction of asphalt cement with crumb rubber modifier.” Transportation Research Record 1661 Transportation Research Board Washington DC 106–113.

2. Properties of Polymer Modified Bitumen after Rubber-Bitumen Interaction

3. ASTM. (2010). “Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer.” ASTM D7405-10a West Conshohocken PA.

4. Effect of crumb rubber modifiers (CRM) on performance-related properties of asphalt binders;Bahia H. U.;J. Assoc. Asphalt Paving Technol.,1994

5. Bahia H. U. Hanson D. I. Zeng M. Zhai H. Khatri M. A. and Anderson R. M. (2001). “Characterization of modified asphalt binders in superpave mix design.” Rep. No. 459 Transportation Research Board National Research Council Washington DC.

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