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Analysis of the mechanism and effectiveness of lignin in improving the high-temperature thermal stability of asphalt
Cheng, Cheng2,3; Sun, Weiwei3; Bo Hu1; Tao, Guixiang3; Peng, Chao3; Tian, Yanjuan4; Wu, Shujuan4,5
刊名Journal of Renewable Materials
2020
卷号8期号:10页码:1243-1255
关键词Asphalt Asphalt pavements Binders Blending Chemical modification Decomposition Fourier transform infrared spectroscopy Paper and pulp industry Paper and pulp mills Stability Thermodynamic stability Thermogravimetric analysis
ISSN号21646325
DOI10.32604/jrm.2020.012054
英文摘要The use of lignin, which is a by-product of the pulp and paper industry, in the development of asphalt binders would contribute to waste reduction, providing environ-mental, economic, and social benefits. In this study, samples of lignin-modified asphalt binder samples with different content of lignin (3%, 6%, 9%, 12%, and 15%) and unmodified asphalt (control) were tested using Fourier transform infrared spectroscopy (FTIR), dynamic shear rheometer (DSR), and thermogravimetry. The mechanism and effectiveness of lignin in improving the thermal stability of asphalt at high temperatures were analyzed. The FTIR analysis shows that no new characteristic absorption peak is seen in the infrared spectral of the lignin-modified asphalt binder samples, and some bands characteristic of lignin-related peaks gradually increased with the increase of lignin content. This suggests that the modification of lignin-modified asphalt binder samples was due to physical blending rather than chemical modification. The increase of lignin content in the lignin-modified asphalt samples increases the complex shear modulus G* of the samples and decreases the phase angles of the samples. Similarly, the anti-rutting performance (G*/sinδ)of the samples improves with the increase in lignin content, but this is not significant after any addition of lignin that exceeds 12% of asphalt mass. Thermal characterizations show that the thermal decomposition rate of lignin is lower, and its residual amount is higher compared to that of asphalt, which is a major reason for the improved stability of lignin-modified asphalt binders at high temperatures. The effect of lignin on the thermal stability of asphalt is dependent on both lignin content and temperature. It has a positive effect on the thermal stability of asphalt at high temperatures within the range of asphalt service temperature (25°C–200°C). Additionally, from the pyrolysis viewpoint, it was explained that excessive lignin addition is not beneficial to the thermal stability of asphalt at high temperatures, which is consistent with the DSR test result conducted high temperatures. © 2020, Tech Science Press. All rights reserved.
WOS研究方向Science & Technology - Other Topics ; Materials Science ; Polymer Science
语种英语
出版者Tech Science Press
WOS记录号WOS:000564519200004
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/151198]  
专题土木工程学院
作者单位1.Yunnan Tongqu Engineering Testing Co., Ltd, Kunming; 650500, China;
2.Yunnan Provincial Key Laboratory of Wood Adhesives and Glued Products, Southwest Forestry University, Kunming; 650224, China;
3.School of Civil Engineering, Southwest Forestry University, Kunming; 650224, China;
4.Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an; 710064, China;
5.School of Civil Engineering, Lanzhou University of Technology, Lanzhou; 730050, China
推荐引用方式
GB/T 7714
Cheng, Cheng,Sun, Weiwei,Bo Hu,et al. Analysis of the mechanism and effectiveness of lignin in improving the high-temperature thermal stability of asphalt[J]. Journal of Renewable Materials,2020,8(10):1243-1255.
APA Cheng, Cheng.,Sun, Weiwei.,Bo Hu.,Tao, Guixiang.,Peng, Chao.,...&Wu, Shujuan.(2020).Analysis of the mechanism and effectiveness of lignin in improving the high-temperature thermal stability of asphalt.Journal of Renewable Materials,8(10),1243-1255.
MLA Cheng, Cheng,et al."Analysis of the mechanism and effectiveness of lignin in improving the high-temperature thermal stability of asphalt".Journal of Renewable Materials 8.10(2020):1243-1255.
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