Evolution of complex modulus and higher harmonics of stress response of asphalt concrete in strain-controlled four-point beam fatigue tests-Reference-Cited by-同舟云学术

Evolution of complex modulus and higher harmonics of stress response of asphalt concrete in strain-controlled four-point beam fatigue tests

Published:2021-07-26 Issue: Volume: Page:1-17
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Abhijith B. S.¹,Atul Narayan S. P.¹

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India

Funder

Department of Science and Technology, Government of India

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2021.1954181

Reference48 articles.

1. AASHTO R30, 2015. Standard practice for mixture conditioning of hot-mix asphalt (HMA). Washington, DC: American Association of State and Highway Transportation Officials.

2. AASHTO T321, 2003. Standard method of test for determining the fatigue life of compacted asphalt mixtures subjected to repeated flexural bending. Washington, DC: American Association of State and Highway Transportation Officials.

3. AASHTO T321, 2017. Standard method of test for determining the fatigue life of compacted asphalt mixtures subjected to repeated flexural bending. Washington, DC: American Association of State and Highway Transportation Officials.

4. AASHTO T342, 2011. Standard method of test for determining dynamic modulus of hot mix asphalt (HMA). Washington, DC: American Association of State and Highway Transportation Officials.

5. Evolution of the Modulus of Asphalt Concrete in Four-Point Beam Fatigue Tests

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