Ageing characteristics of polyethylene-modified asphalt binders blended with different compatibilisers-Reference-Cited by-同舟云学术

Ageing characteristics of polyethylene-modified asphalt binders blended with different compatibilisers

Published:2023-03 Issue:sup1 Volume:24 Page:672-689
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Roja K. Lakshmi¹,Masad Eyad¹,Krishnamoorthy Senthil Kumar²,Ouederni Mabrouk²

Affiliation:

1. Mechanical Engineering Program, Texas A&M University at Qatar, Doha, Qatar

2. Qatar Petrochemical Company (QAPCO), Doha, Qatar

Funder

Qatar National Research Fund

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2181123

Reference37 articles.

1. AASHTO M 332-2014 (2014). Specification for performance based asphalt binder using multiple stress creep recovery (MSCR) Test. American Association of State Highway and Transportation Officials Washington D.C USA.

2. AASHTO T 391-20 (2020). Standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep. American Association of State Highway and Transportation Officials Washington D.C USA.

3. Nanostructural and Nanomechanical Properties of LDPE-Modified Binders

4. ASTM D6648-08 (2016). Standard test method for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR). ASTM International West Conshohocken PA.

5. ASTM D7405-20 (2020 January 15). Standard test method for multiple stress creep and recovery (MSCR) of Asphalt Binder using a dynamic shear rheometer . West Conshohocken PA: ASTM International.

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