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WANG Li-ming, TAN Yi-qiu. Research on Simulation Model of Asphalt Pavememt Paving Temperature Field[J]. Journal of Beijing University of Technology, 2013, 39(12): 1827-1834.
Citation: WANG Li-ming, TAN Yi-qiu. Research on Simulation Model of Asphalt Pavememt Paving Temperature Field[J]. Journal of Beijing University of Technology, 2013, 39(12): 1827-1834.

Research on Simulation Model of Asphalt Pavememt Paving Temperature Field

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  • Received Date: September 24, 2012
  • Available Online: November 02, 2022
  • In order to determine the cooling law of asphalt mixture paving in a certain circumstances, the authors had studied the temperature field simulation model of paving process. The one-dimensional simulation model had beed set up under some particular conditions: layer thickness, thermophysical parameters and sprinkler cooling which were discontinuously changing with rolling times; convective and radiation heat transfer which were continuously changing with the surface temperature; and the uneven initial underlying temperature fields. By transforming geometric model and cycle calling the initial temperature fields, discontinuous conditions had been used in the continuous field analysis. Validation tests have shown that the model could achieve simulation of paving cooling in different environments.
  • [1]
    JORDAN P G, THOMAS M E.Prediction of cooling curves materials for hot-mix paving by a computer program (LR729) [R].London:Transport and Road Research Laboratory, 1976.
    [2]
    CHADBOUM B A, NEWCOMB D E, VOLLER V R, et al.An asphalt paving tool for adverse conditions (MN/RC-1998-18) [R].Minneapolis:Minnesota Department of Transportation, 1998.
    [3]
    孙洁.热拌沥青混合料施工压实过程中温度场变化规律研究[D].长沙:长沙理工大学交通运输学院, 2009.SUN Jie.Research on change law of temperature field of the HMA compacting[D].Changsha:School of Traffic and Transportation Engineering, Changsha University of Science&Technology, 2009. (in Chinese)
    [4]
    张志峰, 孙杨勇.热拌沥青混合料降温规律分析[J].公路交通科技:应用技术版, 2009, 7:10-12.ZHANG Zhi-feng, SUN Yang-yong.Hot asphalt mixture cooling law analysis[J].Journal of Highway and Transportation Research and Development:Application Technology Edition, 2009, 7:10-12. (in Chinese)
    [5]
    DELLERT R B.Vibratory compaction of thin lift asphalt resurfacing[C]∥Asphalt Paving Technology 1977 (Vol.47) , Linolakes:Association of Asphalt Paving Technologists, 1977:287-293.
    [6]
    黄慧.沥青及沥青混合料热物特性及测试方法研究[D].长沙:长沙理工大学学院交通运输学院, 2010.HUANG Hui.Thermvphysieal properties and test of asphalt and asphalt mixture[D].Changsha:School of Traffic and Transportation Engineering, Changsha University of Science&Technology, 2010. (in Chinese)
    [7]
    WILLIAMSON R H.Effects of environment on pavement temperatures[C]∥The 3rd International Conference on Structural Design of Asphalt Pavement.London:International Society for Asphalt Pavements, 1972:144-158.
    [8]
    SOLAIMANIAN M, KENNEDY T W.Predicting maximum pavement surface temperature using maximum air temperature and hourly solar radiation (TRR1417) [R].Washington D C:Transportation Research Board, 1993.
    [9]
    贾璐.沥青路面高温温度场数值分析和实验研究[D].长沙:湖南大学土木工程学院, 2004.JIA Lu.Numerical analysis and experimental research of high temperature fields in asphalt pavement[D].Changsha:College of Civil Engineerng, Hunan University, 2004. (in Chinese)
    [10]
    戴寿申.应用太阳辐射通量和云量的历史资料进行紫外线辐射强度预报[J].科技信息, 2010, 18:32-33.DAI Shou-shen.Ultraviolet radiation intensity forecast by history data of solar radiation flux and cloud cover[J].Science and Technology Information, 2010, 18:32-33. (in Chinese)
    [11]
    BLISS R.Atmospheric radiation near the surface of the ground:a summary for engineers[J].Solar Energy, 1961, 5:103-120.
    [12]
    廖启龙, 王宝林.现代气候学原理[M].北京:气象出版社, 1994:248-249.
    [13]
    陈森.沥青路面FWD标准检测规程与弯沉修正温度研究[D].重庆:重庆交通大学土木建筑学院, 2011.CHEN Sen.Study on FWD standard testing protocal and temperature correction for deflection of asphalt pavement[D].Chongqing:School of Civil Engineering Architecture and Construction, Chongqing Jiaotong University, 2011. (in Chinese)
    [14]
    吴赣昌.层状路面体系温度场分析[J].中国公路学报, 1992, 5 (4) :19-27.WU Gan-chang.Temperature field analysis of layered pavement system[J].China Journal of Highway And Transpotation, 1992, 5 (4) :19-27. (in Chinese)
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