Stiffness, rutting, and fatigue performance evaluation of cement-natural rubber latex stabilized recycled concrete aggregate

Author:

Hoy Menglim12,Vinh Nhieu Duong3,Suddeepong Apichat24,Horpibulsuk Suksun1245ORCID,Arulrajah Arul5,Deng Yongfeng6,Udomchai Artit7

Affiliation:

1. School of Civil Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand

2. Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree University of Technology, Nakhon Ratchasima, Thailand

3. Faculty of Civil Engineering, Industrial University of HCM City, Ho Chi Minh City, Vietnam

4. School of Civil and Infrastructure Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand

5. Academy of Science, The Royal Society of Thailand, Bangkok, Thailand

6. Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia

7. Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, People’s Republic of China

Funder

National Science and Technology Development Agency

Suranaree University of Technology

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference58 articles.

1. AASHTO, 1993. Guide for design of pavement structures. Washington DC: American Association of State Highway and Transportation Officials (AASHTO).

2. AASHTO, 2015. Transportation officials, mechanistic-empirical pavement design guide: a manual of practice (2nd Edition). Washington, DC, USA: AASHTO.

3. AASHTO-T307 2007. Standard method of test for determining the resilient modulus of soils and aggregate materials. In: American Association of State Highway and Transportation Officials. Washington D.C. United States.

4. AASHTO-T324 2019. Standard method of test for Hamburg wheel-track testing of compacted asphalt mixtures. In: American Association of State Highway and Transportation Officials. Washington D.C. United States.

5. The effect of recycled concrete aggregate and steel slag on the dynamic properties of asphalt mixtures

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