Peiliang Cong
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Peiliang Cong has a total of 59 co-authors. Here are the top co-authors by number of shared publications:
Hongjie Hao
School of Materials Science and Engineering & Engineering Research Center of Transportation Materials of Ministry of Education, Chang'an University, Xian 710064, China
5 shared publicationsZhiyu Han
5 shared publicationsLinna Mei
4 shared publicationsYaqian Cheng
4 shared publicationsAnyu Zhang
3 shared publicationsXiaowei Zhou
3 shared publications
Latest Publications
- 4 September 2026
- Published by Springer Nature in Materials and Structures
- Vol. 59 (8) , 374
One-step in-situ synthesized polyurethane modified asphalt: Polyol parameters and cost and carbon emission analysis
- 4 September 2026
- Published by Springer Nature in Materials and Structures
- Vol. 59 (8) , 374
One-step in-situ synthesized polyurethane modified asphalt: Polyol parameters and cost and carbon emission analysis
- Open Access
- 1 August 2025
- Published by KEAI Publishing in Journal of Traffic and Transportation Engineering (English Edition)
- Vol. 12 (4) , 831-875
Research on the durability of geopolymers based on bibliometrics
- 1 August 2025
- Published by KEAI Publishing in Journal of Traffic and Transportation Engineering (English Edition)
- Vol. 12 (4) , 831-875
Open AccessResearch on the durability of geopolymers based on bibliometrics
- Open Access
- 30 June 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (13) , 7375
Evaluation of the Grading and Morphology of Recycled Asphalt Pavement Clusters Using the Emulsification–Separation Disposal Method
This study proposes a method for separating asphalt and aggregates in recycled asphalt pavement (RAP) materials using surfactants as solvents. This method utilizes surfactants to soften the asphalt by reducing its surface tension, separating the RAP clusters, and washing away the asphalt from the RAP. The wastewater is recycled during the emulsification–separation process without discharge. Factors affecting the separation effect of RAP, including the type of anionic surfactants, the surfactant concentration, the emulsion-to-RAP ratio, temperature, the rotation rate and time, and the RAP’s particle size, were investigated in depth, and the separation effect and its influence on the aggregate properties were evaluated. The experimental results indicate that when using the optimal process to mix and treat 13.2 mm and 9.5 mm RAP clusters, it is possible to achieve 100% separation of the coarse RAP above 4.75 mm, with a 64.58% reduction in the asphalt content. The angularity of the aggregate remained unchanged after separation. It was observed from scanning electron microscopy (SEM) images that the asphalt on the surface of the coarse aggregate had been eluted, and the morphology of the aggregate surface was completely exposed. This environmentally friendly separation method provides new possibilities for high-content RAP recycling in pavement engineering.
- 30 June 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (13) , 7375
Open AccessEvaluation of the Grading and Morphology of Recycled Asphalt Pavement Clusters Using the Emulsification–Separation Disposal Method
This study proposes a method for separating asphalt and aggregates in recycled asphalt pavement (RAP) materials using surfactants as solvents. This method utilizes surfactants to soften the asphalt by reducing its surface tension, separating the RAP clusters, and washing away the asphalt from the RAP. The wastewater is recycled during the emulsification–separation process without discharge. Factors affecting the separation effect of RAP, including the type of anionic surfactants, the surfactant concentration, the emulsion-to-RAP ratio, temperature, the rotation rate and time, and the RAP’s particle size, were investigated in depth, and the separation effect and its influence on the aggregate properties were evaluated. The experimental results indicate that when using the optimal process to mix and treat 13.2 mm and 9.5 mm RAP clusters, it is possible to achieve 100% separation of the coarse RAP above 4.75 mm, with a 64.58% reduction in the asphalt content. The angularity of the aggregate remained unchanged after separation. It was observed from scanning electron microscopy (SEM) images that the asphalt on the surface of the coarse aggregate had been eluted, and the morphology of the aggregate surface was completely exposed. This environmentally friendly separation method provides new possibilities for high-content RAP recycling in pavement engineering.
- Open Access
Physical Properties, Chemical Structure, and Microstructure of Thermoplastic Polyurethane Recycled Material-Modified Asphalt
Firstly, thermoplastic polyurethane recycled material (TPRM) particles were used to prepare modified asphalt. Then, the modified asphalt’s physical properties were investigated. The results show that the TPRM particles improved its high-temperature performance, low-temperature crack resistance, and shear behavior due to its increased cohesion and low-temperature fracture energy levels. Thermal susceptibility was affected by the degree of swelling and dissolution of the TPRM particles, the composition of the asphalt, and the interface effect between the asphalt molecules and both the regular and slender–irregular TPRM particles. The TPRM particles swelled and dissolved after absorbing the light components of asphalt. Changes in the shearing temperature and time made the TPRM particles swell and dissolve more than changes in the activation temperature and time. An increase in the shearing/activation temperature and time increased the hydrogen bond content in the modified asphalt due to the rearrangement of the polyurethane’s molecular structure and the hydrogen bonds formed by the asphaltene and polyurethane molecules. Slender–irregular TPRM and “sea–island” and hilly and gulley structures were found in the modified asphalt matrix.
Open AccessPhysical Properties, Chemical Structure, and Microstructure of Thermoplastic Polyurethane Recycled Material-Modified Asphalt
Firstly, thermoplastic polyurethane recycled material (TPRM) particles were used to prepare modified asphalt. Then, the modified asphalt’s physical properties were investigated. The results show that the TPRM particles improved its high-temperature performance, low-temperature crack resistance, and shear behavior due to its increased cohesion and low-temperature fracture energy levels. Thermal susceptibility was affected by the degree of swelling and dissolution of the TPRM particles, the composition of the asphalt, and the interface effect between the asphalt molecules and both the regular and slender–irregular TPRM particles. The TPRM particles swelled and dissolved after absorbing the light components of asphalt. Changes in the shearing temperature and time made the TPRM particles swell and dissolve more than changes in the activation temperature and time. An increase in the shearing/activation temperature and time increased the hydrogen bond content in the modified asphalt due to the rearrangement of the polyurethane’s molecular structure and the hydrogen bonds formed by the asphaltene and polyurethane molecules. Slender–irregular TPRM and “sea–island” and hilly and gulley structures were found in the modified asphalt matrix.
- 7 January 2025
- Published by Elsevier in Composites Part B: Engineering
- Vol. 293
Preparation of thermoplastic polyurethane sealant and its adherence properties under various environments
- 7 January 2025
- Published by Elsevier in Composites Part B: Engineering
- Vol. 293
Preparation of thermoplastic polyurethane sealant and its adherence properties under various environments
- Open Access
- 27 September 2024
- Published by Elsevier in Journal of Traffic and Transportation Engineering (English Edition)
- Vol. 11 (5) , 918-938
Comparison and assessment of carbon dioxide emissions between alkali-activated materials and OPC cement concrete
- 27 September 2024
- Published by Elsevier in Journal of Traffic and Transportation Engineering (English Edition)
- Vol. 11 (5) , 918-938
Open AccessComparison and assessment of carbon dioxide emissions between alkali-activated materials and OPC cement concrete