Evaluation of the residual fatigue life of semi-rigid base course of existing freeway using the SCB and FWD test

Author:

Cheng Long123,Zhang Lei34,Lei Yuechao3ORCID,Ma Yang5,Yuan Fang6,Yao Pengfei3,Zhang Dingyi3,Hu Bangyan37

Affiliation:

1. School of traffic and Transportation Engineering, Xinjiang University, Urumqi, People’s Republic of China

2. Xinjiang Key Laboratory for Green Construction and Smart Traffic Control of Transportation Infrastructure, Xinjiang University, Urumqi, People’s Republic of China

3. School of Transportation, Southeast University, Nanjing, People’s Republic of China

4. Intelligent Transportation System Research Center, Southeast University, Nanjing, People’s Republic of China

5. School of Automotive and Transportation Engineering, Hefei University of Technology, Hefei, People’s Republic of China

6. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, People’s Republic of China

7. College of Civil Engineering and Architecture, Xinjiang University, Urumqi, People’s Republic of China

Funder

Natural Science Foundation of Xinjiang Autonomous Region

National Natural Science Foundation of China

Graduate Research and Innovation Projects of Jiangsu Province

CCCC Highway Consultants Co., Ltd. Research on Key Technologies of Long-Life Epoxy Asphalt Pavement under Heavy Vehicle Loads Condition

Publisher

Informa UK Limited

Reference38 articles.

1. 12697-44, E., 2010. Bituminous mixtures-test methods for hot mix asphalt part 44: crack propagation by semi-circular bending test. Brussels, Belgium: European Committee for Standardization Brussels.

2. Alavi S. Lecates J.F. and Tavares M.P. 2008. Falling weight deflectometer usage.

3. Effectiveness of static and dynamic backcalculation approaches for asphalt pavement

4. Meso-scale cracking behavior of Cement Treated Base material

5. Evaluation of the fatigue properties for the long-term service asphalt pavement using the semi-circular bending tests and stereo digital image correlation technique

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