Time–Temperature Superposition and AASHTO MP1a Critical Temperature for Low-temperature Cracking-Reference-Cited by-同舟云学术

Time–Temperature Superposition and AASHTO MP1a Critical Temperature for Low-temperature Cracking

Published:2004-03 Issue:1 Volume:5 Page:31-38
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Marasteanu Mihai O.,Basu Arindam,Hesp Simon A.M.,Voller Vaughan

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10298430410001720792

Reference14 articles.

1. American Association of State Highway and Transportation Officials (2002a) Standard Specification for Performance Graded Asphalt Binder, MP1a-02.

2. American Association of State Highway and Transportation Officials (2002b) Standard Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR), T 313-02.

3. American Association of State Highway and Transportation Officials (2002c) Standard Test Method for Determining the Fracture Properties of Asphalt Binder in Direct Tension (DT), T 314-02.

4. American Association of State Highway and Transportation Officials (2002d) Standard Practice for Determination of Low-Temperature Performance Grade (PG) of Asphalt Binders, PP 42-01.

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