Lingyun Kong, Xinan Li, Shengqing He, Chufeng Wu, Yi Peng, Hanqing Wang, Qiang Shao, Allen A Zhang
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The results indicate that: (1), the physical properties of FCC-spent-catalyst compared with mineral powder when the particle size ranging from −2.2 ~ 5.4 μm between FCC-spent-catalysts and mineral powder, the specific surface area of FCC-spent-catalyst was 100 to 900 fold that of mineral powder, while the alkali value of FCC-spent-catalysts was 2 to 8 fold that of mineral powder; no significant difference was observed in surface energy; (2), the mixture system did not produce new functional groups after FCC-spent-catalyst addition to the asphalt mixture system; (3), the adhesion work of FCC-spent-catalyst was close to that of mineral powder, the specific adhesion work was 74 to 763 fold that of mineral powder when they have the similar particle size; (4), the interaction parameter C-value between FCC-spent-catalyst and asphalt was higher than the interaction between mineral powder and asphalt at identical test temperatures. This study demonstrates that the FCC-spent-catalyst have the potential to improve the in-service performance of the pavement under high-temperature and moisture damage in terms of a larger specific surface area and stronger.","PeriodicalId":191628,"journal":{"name":"Intelligent Transportation Infrastructure","volume":"20 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-12-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the influence of spent-catalysts microphysical properties on FCC/asphalt Interface interaction\",\"authors\":\"Lingyun Kong, Xinan Li, Shengqing He, Chufeng Wu, Yi Peng, Hanqing Wang, Qiang Shao, Allen A Zhang\",\"doi\":\"10.1093/iti/liad027\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This research aims to quantify the interfacial interaction mechanism between the fluid catalytic cracking (FCC) spent catalyst and asphalt. The two types of spent-catalysts, three types of mineral powders, and their bituminous slurries are selected to complete the tests of Microscopic morphological, specific surface area, surface energy, fourier transform infrared spectroscopy (FT-IR), specific adhesion work, and interaction parameter C-value for FCC-spent-catalysts in laboratory. The results indicate that: (1), the physical properties of FCC-spent-catalyst compared with mineral powder when the particle size ranging from −2.2 ~ 5.4 μm between FCC-spent-catalysts and mineral powder, the specific surface area of FCC-spent-catalyst was 100 to 900 fold that of mineral powder, while the alkali value of FCC-spent-catalysts was 2 to 8 fold that of mineral powder; no significant difference was observed in surface energy; (2), the mixture system did not produce new functional groups after FCC-spent-catalyst addition to the asphalt mixture system; (3), the adhesion work of FCC-spent-catalyst was close to that of mineral powder, the specific adhesion work was 74 to 763 fold that of mineral powder when they have the similar particle size; (4), the interaction parameter C-value between FCC-spent-catalyst and asphalt was higher than the interaction between mineral powder and asphalt at identical test temperatures. 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引用次数: 0
摘要
本研究旨在量化流体催化裂化(FCC)废催化剂与沥青之间的界面相互作用机理。研究选取了两种废催化剂、三种矿粉及其沥青泥浆,在实验室中完成了催化裂化废催化剂的微观形态、比表面积、表面能、傅里叶变换红外光谱(FT-IR)、比附着力功和相互作用参数 C 值的测试。结果表明(1) 粒径在 -2.2 ~ 5.4 μm 时,FCC- Spent 催化剂的比表面积是矿粉的 100 至 900 倍,FCC- Spent 催化剂的碱值是矿粉的 2 至 8 倍,表面能无显著差异;(2)FCC- Spent 催化剂加入沥青混合料体系后,混合料体系没有产生新的官能团;(3)催化裂化椰壳油催化剂的粘附功接近矿粉,在粒径相近的情况下,比粘附功为矿粉的 74-763 倍;(4)在相同试验温度下,催化裂化椰壳油催化剂与沥青的相互作用参数 C 值高于矿粉与沥青的相互作用参数 C 值。这项研究表明,催化裂化空分催化剂具有更大的比表面积和更强的强度,因而有可能改善高温和湿害条件下路面的使用性能。
Study on the influence of spent-catalysts microphysical properties on FCC/asphalt Interface interaction
This research aims to quantify the interfacial interaction mechanism between the fluid catalytic cracking (FCC) spent catalyst and asphalt. The two types of spent-catalysts, three types of mineral powders, and their bituminous slurries are selected to complete the tests of Microscopic morphological, specific surface area, surface energy, fourier transform infrared spectroscopy (FT-IR), specific adhesion work, and interaction parameter C-value for FCC-spent-catalysts in laboratory. The results indicate that: (1), the physical properties of FCC-spent-catalyst compared with mineral powder when the particle size ranging from −2.2 ~ 5.4 μm between FCC-spent-catalysts and mineral powder, the specific surface area of FCC-spent-catalyst was 100 to 900 fold that of mineral powder, while the alkali value of FCC-spent-catalysts was 2 to 8 fold that of mineral powder; no significant difference was observed in surface energy; (2), the mixture system did not produce new functional groups after FCC-spent-catalyst addition to the asphalt mixture system; (3), the adhesion work of FCC-spent-catalyst was close to that of mineral powder, the specific adhesion work was 74 to 763 fold that of mineral powder when they have the similar particle size; (4), the interaction parameter C-value between FCC-spent-catalyst and asphalt was higher than the interaction between mineral powder and asphalt at identical test temperatures. This study demonstrates that the FCC-spent-catalyst have the potential to improve the in-service performance of the pavement under high-temperature and moisture damage in terms of a larger specific surface area and stronger.