Cold Patching Asphalt Mixture with Cutback and 100% Reclaimed Asphalt Pavement: Interfacial Diffusion Mechanism and Performances Evaluation-Reference-Cited by-同舟云学术

Cold Patching Asphalt Mixture with Cutback and 100% Reclaimed Asphalt Pavement: Interfacial Diffusion Mechanism and Performances Evaluation

Published:2024-04 Issue:4 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Yue¹,Geng Litao²,Pan Baofeng³,Zhou Changjun⁴,Xu Qian⁵,Xu Songji⁶

Affiliation:

1. Ph.D. Student, School of Transportation and Logistics, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.

2. Professor, School of Transportation Engineering, Shandong Jianzhu Univ., No. 1000, Fengming Rd., Licheng District, Jinan 250101, China (corresponding author).

3. Professor, School of Transportation and Logistics, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.

4. Associate Professor, School of Transportation and Logistics, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.

5. Associate Professor, School of Management Engineering, Shandong Jianzhu Univ., No. 1000, Fengming Rd., Licheng District, Jinan 250101, China.

6. Senior Engineer, Shandong Hi-Speed Hubei Development Co., Ltd., No. 1268, JingHan Ave., Jiangan District, Wuhan 430010, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17280

Reference57 articles.

1. A novel type cold mix pavement material made with calcium-alginate and aggregates

2. Evaluation of fatigue behavior of high reclaimed asphalt binder mixes modified with rejuvenator and softer bitumen

3. A study on pothole repair in Canada through questionnaire survey and laboratory evaluation of patching materials

4. Investigation of Reclaimed Asphalt Pavement blending efficiency through GPC and FTIR

5. Factors Influencing the Interfacial Bonding Characteristics Between Cold Patching Asphalt Mixture and the Old Pavement

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