Relationship among asphalt component, viscosity and adhesion in triangular coordinate system
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摘要: 为研究沥青的组分和组分构成关系对沥青技术性质的影响, 选用13种道路石油沥青和2种集料, 采用四组分、表观粘度与粘附性试验研究了沥青组分与粘度、粘附性之间的关系。提出了三角形坐标系下的沥青四组分试验结果表征方法, 采用沥青四组分数据绘制沥青特征三角形, 利用惯性矩反映沥青的组分构成特征, 分析了沥青四组分数据构成的三棱锥几何特性与粘度、粘附性的联系。试验结果表明: 除沥青的组成成分之外, 沥青组成成分的结构差异也会影响其粘度及集料粘附性; 对于不同品牌而相同标号的沥青, 在三角形坐标系下, 沥青组分特征三角形的惯性矩越大, 与集料粘附性越好。Abstract: In order to assess the influences of asphalt component and composition on asphalt technical properties, thirteen types of pavement petroleum asphalts and two kinds of typical aggregates were selected.The relationship among asphalt component, viscosity and adhesion was investigated by using tests of four-component, apparent viscosity and adhesion.The characterization method of asphalt four-component test result by using triangular coordinate system was put forward.The asphalt characteristic triangle was drawn with four-component data.The characteristic of asphalt composition was represented by inertia moment.The asphalt pyramid was drawn based on asphalt four-component data and the relationship among its geometry characteristics, viscosity and adhesion was analyzed.Analysis result indicates that except asphalt components, its composition differences also have influences on asphalt viscosity and aggregate adhesion.For the asphalts with same penetration grade and different brands, triangular coordinate analysis result shows the aggregate adhesion increases with the increase of the inertia moment of asphalt four-component characteristic triangle.
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Key words:
- pavement material /
- asphalt /
- adhesion /
- viscosity /
- triangular coordinate system
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表 1 沥青基本技术指标
Table 1. Technical properties of asphalts
表 2 沥青特征三角形几何特性
Table 2. Geometry characteristics of asphalt characteristic triangle
表 3 沥青组分、粘度和粘附性
Table 3. Components, viscosities and adhesions of asphalts
表 4 沥青惯性矩、粘度、粘附率排序
Table 4. Sequences of inertia moment, viscosity and adhesion of asphalts
表 5 三棱锥体积与沥青粘度、粘附性关系
Table 5. Relationship among triangular pyramid volume, viscosity and adhesion
表 6 三棱锥体积、粘度、粘附率排序
Table 6. Sequences of triangular pyramid volume, viscosity and adhesion
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[1] 蔡婷. 沥青材料的组分与粘度试验分析[D]. 西安: 长安大学, 2005.CAI Ting. Test analysis on asphalt components and viscosity[D]. Xi'an: Chang'an University, 2005. (in Chinese). [2] ZHOU Hai-ping, HOLIKATTI S, VACURA P. Caltrans use of scrap tires in asphalt rubber products: a comprehensive review[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1 (1): 39-48. doi: 10.1016/S2095-7564(15)30087-8 [3] 谭忆秋, 李晓琳, 吴建涛, 等. 温度及荷载频率对沥青-集料交互作用能力的影响[J]. 中国公路学报, 2012, 25 (3): 65-72. doi: 10.3969/j.issn.1001-7372.2012.03.005TAN Yi-qiu, LI Xiao-lin, WU Jian-tao, et al. Influence of temperature and loading frequency on the interaction ability of asphalt and aggregate[J]. China Journal of Highway and Transport, 2012, 25 (3): 65-72. (in Chinese). doi: 10.3969/j.issn.1001-7372.2012.03.005 [4] 马峰, 沙爱民. 塔河沥青路用性能影响因素[J]. 长安大学学报: 自然科学版, 2009, 29 (1): 6-9, 25. doi: 10.3321/j.issn:1671-8879.2009.01.002MA Feng, SHA Ai-min. Influencing factors of Tahe asphalt road performance[J]. Journal of Chang'an University: Natural Science Edition, 2009, 29 (1): 6-9, 25. (in Chinese). doi: 10.3321/j.issn:1671-8879.2009.01.002 [5] 马峰, 沙爱民. 基于热质联用技术的塔河道路沥青性能分析[J]. 交通运输工程学报, 2008, 8 (6): 29-33. doi: 10.3321/j.issn:1671-1637.2008.06.006MA Feng, SHA Ai-min. Property analysis of Tahe road asphalt using simultaneous thermogravimetry-differential scanning calorimetry-mass spectrometry[J]. Journal of Traffic and Transportation Engineering, 2008, 8 (6): 29-33. (in Chinese). doi: 10.3321/j.issn:1671-1637.2008.06.006 [6] 韩森, 刘亚敏, 徐鸥明, 等. 材料特性对沥青-集料界面粘附性的影响[J]. 长安大学学报: 自然科学版, 2010, 30 (3): 6-9, 70. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201003004.htmHAN Sen, LIU Ya-min, XU Ou-ming, et al. Influence of material characteristics on adhesion at interface between asphalt and aggregate[J]. Journal of Chang'an University: Natural Science Edition, 2010, 30 (3): 6-9, 70. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201003004.htm [7] KRINGOS N, SCARPAS A, DE BONDT A. Determination of moisture susceptibility of mastic-stone bond strength and comparison to thermodynamical properties[J]. Journal of the Association of Asphalt Paving Technologists, 2008, 77: 435-478. [8] BHASIN A, LITTLE D N. Application of microcalorimeter to characterize adhesion between asphalt binders and aggregates[J]. Journal of Materials in Civil Engineering, 2009, 21 (6): 235-243. doi: 10.1061/(ASCE)0899-1561(2009)21:6(235) [9] CHENG D. Surface free energy of asphalt-aggregate system and performance analysis of asphalt concrete based on surface free energy[D]. College Station: Texas A & M University, 2002. [10] AKILI W. On the use of sulphur in sand-asphalt applications[J]. Journal of the Association of Asphalt Paving Technologists, 1983, 52: 561-584. [11] FINI E H, AL-QADI I L, MASSON J F, et al. Interfacial fracture energy: an indicator of bituminous material adhesion[J]. Journal of the Association of Asphalt Paving Technologists, 2008, 77: 827-849. [12] MOGAWER W S, AUSTERMAN A J, KASSEM E, et al. Moisture damage characteristics of warm mix asphalt mixtures[J]. Journal of the Association of Asphalt Paving Technologists, 2011, 80: 491-524. [13] REINKE G, GLIDDEN S, HERLITZKA D, et al. PPA modified binders and mixtures: aggregate and binder interactions, rutting and moisture sensitivity of mixtures[J]. Journal of the Association of Asphalt Paving Technologists, 2010, 79: 719-742. [14] WEI Jian-ming, ZHANG Yu-zhen. Influence of aging on surface free energy of asphalt binder[J]. International Journal of Pavement Research and Technology, 2010, 3 (6): 343-351. [15] AIREY G D, COLLOP A C, ZOOROB S E, et al. The influence of aggregate, filler and bitumen on asphalt mixture moisture damage[J]. Construction and Building Materials, 2008, 22 (9): 2015-2024. doi: 10.1016/j.conbuildmat.2007.07.009 [16] MAGGIORE C, AIREY G, MARSAC P. A dissipated energy comparison to evaluate fatigue resistance using 2-point bending[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1 (1): 49-54. doi: 10.1016/S2095-7564(15)30088-X [17] 王翠红, 宋艳茹, 张荣德, 等. 沥青组分对其粘度的影响[J]. 石油沥青, 2003, 17 (3): 19-21. doi: 10.3969/j.issn.1006-7450.2003.03.004WANG Cui-hong, SONG Yan-ru, ZHANG Rong-de, et al. The influence of asphalt composition on its viscosity[J]. Petroleum Asphalt, 2003, 17 (3): 19-21. (in Chinese). doi: 10.3969/j.issn.1006-7450.2003.03.004 [18] 高山松. 沥青组成对其粘度影响的灰色关联分析[J]. 石油沥青, 2008, 22 (2): 66-68. doi: 10.3969/j.issn.1006-7450.2008.02.015GAO Shan-song. Asphalt composition influencing its viscosity and its grey correlation analysis[J]. Petroleum Asphalt, 2008, 22 (2): 66-68. (in Chinese). doi: 10.3969/j.issn.1006-7450.2008.02.015