基于矿料颗粒量化指标的沥青混合料优化设计
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摘要
随着我国高速公路网的不断完善,市际、市域、市内交通的可达性、高效性、便捷性及安全性都得到了很大的提升。但是各种病害不断侵蚀着原有道路,尤其是车辙病害在全国范围内都普遍存在,严重损害了沥青路面的使用性能,路面服务水平的降低,大大增加了道路运营者的成本和道路使用者的出行费用。实践证明,造成路面损坏的原因除了超载、自然老化等这些外因,最关键的是混合料级配这一内在因素。因此,级配优化研究工作势在必行。
     级配设计依赖于设计经验,已有的优化方法多从调整级配入手,侧重于对宏观因素如粒径大小的调控。但是实践表明,矿料级配性能不仅与其粒径大小有关,也与颗粒形状、规格和质地有很大的关系,现行级配设计方法仅考虑粒径大小,不能取得最优的设计结果。所以多尺度分析级配影响因素,研究级配设计方法具有重要意义。
     本文从矿料微观尺度展开研究,借助于图像处理技术,对矿料颗粒的形状特征深入研究,提出表征矿料颗粒形状特征的参数。并在预先设定不同形状颗粒的不同含量下,进行混合料高温性能试验,探求各参数的变化规律;并采用分形理论研究级配曲线量化方法。论文还利用SPSS分析软件分析得到混合料性能与矿料颗粒形状特征参数和级配参数的数学关系,且相关性较高。
     论文所提模型反映了矿料级配与颗粒对沥青混合料性能的综合影响,为级配优化设计提供了理论基础。若矿料一定,级配一定,可根据模型计算出混合料性能,从而可对矿料级配组成的初步设计进行调整,大大提高了沥青混合料设计效率,是一种对级配设计的“事前”优化方法。成果用于混合料设计,对提高沥青混合料路用性能,减少路面病害有重要意义。
With the perfection of the national expressway network, the accessibility, high efficiency, convenience and safety of transportation have been promoted dramatically. But various damage has been destroying constructed pavement. Especially rutting could be found on a national scale, affected performance of asphalt pavement seriously, reduced the level of service sharply, and increased the cost of operating and using. It has been proven in practice that besides of over loading and natural aging, the main factors which caused pavement damage was gradation of aggregate mixture. Therefore, the study of optimizing mix design must be enforced.
     The mix design depended heavily on the design experience. Existing optimization methods, from adjustment, emphasized on macroscopic factors, such as the size of aggregate. But it has been proven that the performance of aggregate mixture had relation not only with the size of aggregate but also with the shape, standard, and texture of aggregate. But existing mix design method only considered the size of aggregate, and cannot make out the best result. So it has important meaning that analyze the factors of mixture multiscale and studying the method of mix design.
     This paper launched research on the microscope of aggregate, using the image processing technique, studied deeply the characters of aggregate, and proposed parameters characterizing the shape of aggregate. On the condition that different aggregate had different contends, this dissertation conducted performance tests, searched the principle of parameters, studied the quantification method of gradation curve on the basis of fractal theory. This paper also utilized SPSS to analyzed and worked out the mathematical relationship between the parameters of aggregate shape and the performance of mixture, and amended the model through test.
     The model proposed by this paper reflected the combined influence of gradation and aggregate, which offered theory basis for optimizing mix design. If the aggregate and gradation were given, the mixture performance can be calculated by the model. Therefore the primitive design can be adjusted, which promoted the efficiency of mix design. The conclusion can be used in mix design, and had great meaning on reducing pavement damage.
引文
[1]NH Maerz, M Lusher. Measurement of flat and elongation of coarse aggregate using digital image processing. In:Proc of Transportation Research Board,80th Annual Meeting,Washington D.C,2000,Paper No.01-0177
    [2]王久立,刘慧.矿料级配设计理论的研究现状及发展趋势[J].公路,2008.1.1
    [3]张肖宁,按体积法设计沥青混合料[J].哈尔滨建筑大学学报,1995.02
    [4]李国强,邓学钧.集料的分形级配研究[J].重庆交通学院学报,1995.06
    [5]Corte, J. F, and Serfass, J. P., The French Approach to Asphalt Mixtures Design: A Performance Related System of Specifications. Proceedings Association of Asphalt Paving Technologists,2000
    [6]Oliver, J. W. Development And Implementation of A New Australian Asphalt Mix Design Procedure. Proceedings of Asphalt Paving Technologists,2000
    [7]王林.嵌挤密级配沥青混合料抗滑磨耗层的设计方法,华东公路,2001.02
    [8]沙庆林SAC和其他粗集料断级配的矿料级配设计方法,公路2005.01(1):143-150
    [9]周卫峰.基于GTM的沥青混合料配合比设计方法研究[D].博士学位论文长安大学2006
    [10]钱华.基于Am、AP(?)标的SMA配合比设计研究[D].硕士学位论文长安大学2006
    [11]高丹盈,汤寄予,赵军.骨架密实型沥青混合料矿料级配的设计与优化[J].公路,2007,11(11)
    [12]赵战利.基于分形方法的沥青路面抗滑技术研究[D].博士学位长安大学2005
    [13]李平.基于胶浆特性的沥青混合料设计.[D].博士学位长安大学.2007
    [14]李晓军,张肖宁,CT技术在沥青胶结颗粒材料内部结构分析中的应用[J].公路交通技.2005.02
    [15]沈卫国,沥青混凝土集料级配的分形特征研究[J].国外建材科技,2003.05.
    [16]唐明,巴恒静,混凝土材料的拓扑学特征及分形特征评价[J].哈尔滨建筑大学学报.2002.01
    [17]杜少文,洪斌,薛亮.基于成像技术评估粗集料尺寸和形状特征[J].中外公路.2007.01
    [18]肖源杰,倪富健.基于图像的粗集料形态对沥青面层抗剪性能的影响[J].郑州大学学报(工学版).2006.04
    [19]谢兆星,集料特性对沥青混合料性能影响研究[D].博士学位长安大学,2006.06
    [20]汪海年,郝培文,庞立果.基于数字图像处理技术的粗集料级配特征[J].华南理工大学学报(自然科学版)2007年11月:54-58
    [21]林辉,集料特性对沥青混合料性能影响研究[D].硕士学位长安大学,2007.05
    [22]美国沥青协会著.高性能沥青路面(Superpave)基础参考手册[M].人民交通出版社.2005
    [23]公路工程集料试验规程[S].JTG E42-2005中华人民共和国.2005
    [24]公路沥青路面施工技术规范(JTG F40-2004) [S]北京:人民交通出版社,2005
    [25]Chun-Yi Kuo.Correlating permanent deformation characteristics of Hot Mix Asphalt with aggregate geometric irregularities.Journal of Testing and Evaluation,2002,30(2):136-144
    [26]Yong, I.T., Peverini, R.L., Verbeek, P.W., and Van Otterloo, P.J."A New Implementation for the Binary and Minkowski Operators."Computer Graphics and Image Processing, Vol.17,NO.3 (1981) pp.189-210
    [27]吕江文,贝雷法参数CA比对沥青混合料性能的影响[J]长安大学学报(自然科学版)
    [28]Ruth, B.E., et al. Aggregate gradation characterization factors and their relationships to fracture energy and failure strain of asphalt mixtures. in Asphalt Paving Technology[J]:Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions.2002. Colorado Springs, CO.
    [29]谢和平。分形-岩石力学导论[M].北京:科学出版社,1997.
    [30]李洪华.沥青路面车辙成因分析及车辙试验研究.[D]硕士学位长安大学,2007.05
    [31]U.S Department of Transportation, etc. Simulation, Imaging and Mechanics of Asphalt Pavement. Mclean,Virginia. Turmer-Fairbank Highway Research Center.1998
    [32]张淑娟,赖远明,孙志忠.CT技术应用于岩石细观损伤特性试验研究现状[J].甘肃科学学报.2004.16(1):96-100.
    [33]Masad E. Muhunthan B. Shashidhar N. et al. Quantifying Laboratory Compaction Effects on the Internal of Asphalt Concrete[A]. TRB[C]1998
    [34]Wang L.B.,Frost,J.,Mohammad,L.,et al. Tree-Dimensioanl Aggregate Evalutiaon Using X-ray Tomography Imaging[A].TRB[C]2002
    [35]Wang L.B.,Frost,J D,Shashidhar N.Microstucture study of westrack mixtures from X-ray Tomography Imaging[A].TRB[C],Washington DC,2001
    [36]Masad E, Button J. Implications of experimental measurements and analyses of the internal structure of HMA[A]. Transprotation Research Board [C],Washington DC,2004
    [37]Chen J.-S.,Liao M.-C.Evaluation of internal resistance in hot-mix asphalt(HMA)concrete [J].Construction and Building Materials.2002 16
    [38]李晓军,张肖宁.CT技术在沥青胶结颗粒材料内部结构分析中的应用[J].公路交通科技.2005(1)
    [39]陆秀峰,刘西拉,覃维祖.从混凝土二维截面推测骨料粒径分布[J].岩石力学与工程学报200524(17):3107-3112
    [40]Hand, A. J. and A. L. Epps. Impact of Gradation Relative to the Superpave Restricted Zone on HMA Performance. A Paper Submitted for Presentation and Publication at the 80th Annual Meeting of the Transportation Research Board, Washington, D. C., January 2001.
    [41]Jahn, D. W. A Closer Look at Superpave Aggregate Specification.4th Annual Symposium Proceedings, ICAR, Atlanta, Georgia,1996.
    [42]Kuennen T, In-field Experience Revises Superpave Guidelines. Pavement Maintenance and Reconstruction, Vol.1998/01.13(1):10-12, Johnson Hill Press, WI.
    [43]Van-de-Ven M., et al. Validation of some Superpave Design Parameters by Wheel Testing with the Scale Model Mobile Load Simulator.Proceedings of the 8th International Conference on Asphalt Pavements, University of Washington, Seattle, Washington, August 1997, Vol Ⅱ, pp.1245-1256.
    [44]El-Basyouny M., Mamlouk M. S., Effect of Aggregate Gradation on the Rutting Potential of Superpave Mixes. A Paper Submitted for Presentation and Publication at the 78th Annual Meeting of the Transportation Research Board, Washington, D. C., January 1999.