Zero Shear Viscosity of Bitumen-Filler Mastics of Warm-Mix Binders

Author:

Behl Ambika1,Chandra Satish2,Aggarwal V. K.3,Gangopadhyay S.4

Affiliation:

1. Scientist, CSIR-Central Road Research Institute, New Delhi 110025, India (corresponding author).

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttrakhand 247667, India.

3. Professor and Head, Dept. of Chemical Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttrakhand 247667, India.

4. Director, CSIR-Central Road Research Institute, New Delhi 110025, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. Anderson D. A. Le Hir Y. M. Planche J. Martin D. and Shenoy A. (2007). “Zero shear viscosity of asphalt binders.” Transportation Research Record 1810 Transportation Research Board Washington DC 54–62.

2. 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.” NCHRP Rep. 459 National Cooperative Highway Research Program Washington DC.

3. Determination of zero shear viscosity of warm asphalt binders

4. BIS (Bureau of Indian Standards). (2004). “Polymer rubber modified bitumen—Specifications.” BIS 15462 New Delhi India.

5. BIS (Bureau of Indian Standards). (2006). “Specification for viscosity grade paving bitumen.” BIS 73 New Delhi India.

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