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Study on the Effect of Surfactant on the Performance of Diluted Asphalt and Normal Temperature Mixture |
WANG Li-ming1, LIU Jun-yun1, WANG Hui-bo2 |
1. School of Civil Engineering, Northeast Forestry University, Harbin Heilongjiang 150040, China; 2. Harbin Municipal Engineering Design Institute, Harbin Heilongjiang 150040, China |
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Abstract To explore the influence of surfactant on performance of diluted asphalt and its mixture, the mixture of heavy oil viscosity reducer AMS and Span80 is added to diluted asphalt, the influences of surfactant on the mixing and compaction of diluted asphalt mixture are investigated through the tests of viscosity-temperature relationship, surface contact angle, mixing adhesion rate and compaction characteristics. The experimental result shows that (1) The mixed oil-soluble surfactant can significantly reduce the surface tension of asphalt-aggregate interface and reduce the viscosity of the diluted asphalt, in which the influence on interface is dominant. The addition of the mixed surfactant can ensure the mixing effect of the mixture under the condition of reducing the diesel consumption. (2) The addition of the mixed surfactant can reduce the viscosity of diluted asphalt, and has significant effect on improving the construction workability of diluted asphalt. It can significantly change the liquid-solid interfacial tension between asphalt and aggregate, and make the asphalt mixture still achieve good construction performance under the condition of reducing the content of diluent. (3) The addition of the mixed surfactant can make asphalt spread better on aggregate surface, reduce resistance and is easier for paving. (4) During the compaction process, the addition of the mixed surfactant can play lubricating effect between asphalt and aggregate, make the final compactness of the diluted asphalt mixture greater, improve the wetting and paving ability of asphalt on the aggregate surface, improve the mixing uniformity of the mixture and make it easier for paving and compaction. (5) At the surfactant dosage of 1.0%-1.5%, the improvement of the paving and compaction characteristics of the diluted asphalt mixture can achieve the effect of adding 4%-6% diesel oil, the 1.0%-1.5% mixed surfactant can replace 4%-6% diesel diluent, so that the mixture can achieve the same mixing uniformity and compacting performance.
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Received: 23 July 2021
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Fund:Supported by the Fundamental Research Funds for the Central Universities (Nos.2572014CB22, 2572018BJ16); the Science and Technology Project of Heilongjiang Provincial Department of Transportation (No.20210027) |
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[1] LI Feng,HUANG Song-chang,XU Jian,et al. Research on Composition Design of Cold Patch Asphalt Mixture[J]. Journal of Wuhan University of Technology,2010,32(14):79-82. (in Chinese) [2] ZHANG Yi,LI Jiu-su,YE Kang,et al. Research on Production and Properties of Cold Repairing Material for Solvent Modified Asphalt[J]. Highway,2016,61(7):284-289. (in Chinese) [3] ZHANG Hai-tao. Study on Road Performance and Application of Solvent Warm-mix Asphalt Mixture [J]. Highway,2011,56(12):188-191. (in Chinese) [4] GENG Li-tao, WANG Li-yan, JIANG Cheng-ling, et al. Performance Evaluation of Solvent Cold Patching Asphalt and Asphalt Mixture[J]. Journal of Building Materials,2020,23(5):1177-1182,1191. (in Chinese) [5] LI Feng,HUANG Song-chang,XU Jian,et al. Performance Evaluation and Technical Requirements of Cold Patch Asphalt Mixture[J]. Journal of Tongji University (Natural Science Edition),2010,38(10):1463-1467. (in Chinese) [6] ZHAO Yu-sheng. Performance of Warm-mix Asphalt Treated by Quaternary Ammonium Salt Surfactant[J]. Journal of Highway and Transportation Research and Development,2012,29(8):20-24. (in Chinese) [7] XU Jia-qiu, YANG En-hui, WANG Shi-fa, et al. Study on Low Temperature Performance Evaluation Indicator of Sasobit Warm Mix Asphalt[J]. Journal of Highway and Transportation Research and Development,2020,37(2):8-14,39. (in Chinese) [8] SONG Shi-jing. Synthesis and Evaluation of Viscosity Reducer for Heavy Oil[D]. Qingdao:China University of Petroleum (East China),2008. (in Chinese) [9] DU Jiang. Study on Synthesis and Performance of Oil Soluble Viscoreducer [D]. Qingdao:China University of Petroleum (East China),2018. (in Chinese) [10] SONG Lin-hua,NI Bin,WU Xin-peng. Synthesis of Tetramer MSAZ and Application in Viscosity Reduction for Heavy Crude Oil with Surfactant[J]. Petroleum Refinery and Chemical Industry,2015,46(6):79-83. (in Chinese) [11] YANG Yan-hai, LIU Meng-qing, SUN Guan-yi. Analysis of the Compatibility and Road Performance of Warm Mix Asphalt[J]. Highway,2016,61(1):32-35. (in Chinese) [12] WU Guo-yun, PU Lin, ZENG Shun-peng,et al. Synthesis and Performance Evaluation of Viscosity Reducer SMA for Heavy Oil [J]. Journal of Oil and Gas Technology,2008,30(2):343-345. (in Chinese) [13] LIN Yi. Study on Warm Mixing Mechanism of Oil Soluble Surface Active Warm Mixing Agent [D]. Jinan: Shandong Jianzhu University,2020. (in Chinese) [14] YAO H, DAI Q,YOU Z, et al. Evaluation of Contact Angle between Asphalt Binders and Aggregates Using Molecular Dynamics (MD) Method[J]. Construction and Building Materials,2019, 212(10):727-736. [15] LI Ming-ting. Study on Adhesion between Asphalt and Aggregates Based on Surface Energy Theory [D]. Chongqing:Chongqing Jiaotong University,2017. (in Chinese) [16] WEI Jian-ming, ZHANG Yu-zhen, YOUCHEFF J S. Determination of the Surface Free Energy of Asphalt Binders by Sessile Drop Method[J]. Acta Petrolei Sinica (Petroleum Processing),2009,25(2):207-215. (in Chinese) [17] WANG Shi-zhu, WANG Xu-dong, ZHANG Long-sheng, et al. Study on Compatibility and Adhesion Property of Rubber Asphalt[J]. Journal of Highway and Transportation Research and Development,2019,36(3):34-41,72. (in Chinese) [18] ZENG M L, WU C F, ZHANG J S. Determining Mixing and Compaction Temperatures of Evotherm Warm Mix Asphalt Using 100% Reclaimed Asphalt Pavement[J]. International Journal of Pavement Research & Technology, 2014,7(6):389-396. [19] ZHANG Zheng-qi, YUAN Ying-jie, WANG Bing-gang. Information of Gyratory Compaction Densification Curve of Asphalt Mixture and Its Application[J]. China Journal of Highway and Transport,2005,18(3):1-6. (in Chinese) [20] LEI G,NI F,CHARMOT S, et al. Influence on Compaction of Cold Recycled Mixes with Emulsions Using the Superpave Gyratory Compaction[J]. Journal of Materials in Civil Engineering,2014,26(11):04014081 [21] LI Feng, HUANG Song-chang, XU Jian, et al. Research on Composition Design of Cold Reinforcement Asphalt Mixture [J]. Journal of Wuhan University of Technology,2010,32(14):79-8 |
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