Viscoelastic Transition of Unaged and Aged Asphalt-Reference-Cited by-同舟云学术

Viscoelastic Transition of Unaged and Aged Asphalt

Published:2013-12 Issue:12 Volume:25 Page:1852-1863
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Padmarekha A.¹,Krishnan J. Murali²

Affiliation:

1. Associate Professor, School of Mechanical and Building Sciences, Vellore Institute of Technology, Vellore 632 014, India; formerly, Dept. of Civil Engineering, Indian Institute of Technology, Madras, Chennai 600036, India.

2. 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.1943-5533.0000734

Reference30 articles.

1. ASTM. (2008). “Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer.” D7175 West Conshohocken PA.

2. Bureau of Indian Standards (BIS). (2006). “Paving bitumen—specification (third revision).” IS73 New Delhi India.

3. Linear Viscoelasticity at the Gel Point of a Crosslinking PDMS with Imbalanced Stoichiometry

4. CHARACTERIZATION OF ASPHALTS CEMENTS BY THERMOMICROSCOPY AND DIFFERENTIAL SCANNING CALORIMETRY: CORRELATION TO CLASSIC PHYSICAL PROPERTIES

5. Daly W. H. Qiu Z. and Negulescu I. (1996). “Differential scanning calorimetry study of asphalt crystallinity.” Transportation Research Record 1535 Transportation Research Board Washington DC 54–60.

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