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沥青路面温度场的预估方法 被引量:13

Predictive method of temperature field in asphalt pavement
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摘要 为了快速、准确地获取沥青路面温度场变化,开展了温度场预估方法研究.首先借助有限元方法建立了沥青路面温度场计算模型;然后分析了大气温度、日太阳辐射量等气象因素对沥青面层温度场的影响规律,得到了路面最高温度与大气温度、日太阳辐射量之间的关系式,在此基础上建立了路面内部任一深度处最高温度与路面最高温度相关关系的图表和公式;最后依据沥青路面温度场的日变化特点,以余弦函数方式建立了路面内不同深度处随时间变化的温度函数模型,结果显示:温度场预估值与计算值误差控制在0.5℃之内,完全满足工程使用的要求.因此,利用该模型可实现白天时段的沥青路面温度场预估,通过简单程序即可快速实现,且具有较高的精度. To obtain the temperature variation data of asphalt pavement accurately and quickly, the me- thod of predicting temperature field was investigated. The calculating process of asphalt pavement tempe- rature field was modeled by finite element method. The effects of air temperature and solar radiation on temperature characteristic of asphalt layer were discussed. The maximum temperature on pavement sur- face was expressed by air temperature and solar radiation, and the correlation of maximum temperature between pavement surface and any point in asphalt layer was established by figure and formula. Based on the daily property of temperature field, the temperature was modeled by cosine function with the parame- ters of time and depth to calculate the temperature during daytime. The results show that the margin of er- ror between predictive value and calculation is less than 0.5 ℃ , which can meet the requirements of en- gineering application completely. The proposed method of predicting temperature field has the advantage of simplicity with high accuracy.
出处 《江苏大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第5期594-598,604,共6页 Journal of Jiangsu University:Natural Science Edition
基金 山东省自然科学基金资助项目(ZR2011EEQ027) 同济大学道路与交通工程教育部重点实验室开放基金资助项目(201002)
关键词 沥青路面 温度场 传热学模型 太阳辐射 温度场预估 asphalt pavement temperature field heat transfer theory model solar radiation temperature field predietion
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  • 1Huber G A. Weather database for the SUPERPAVE mix design system[R]. Washington D C: Strategic Highway Research Program, SHRP - A- 648A, National Research Council, 1994.
  • 2Kennedy T W, Huber G A, Harrigan E T, et al. Superior performing asphalt pavements (supcrpavc) :The product of the SHRP asphalt research program [ R ]. Washington D C: Strategic Highway Research Program, SHRP - A - 410, National Research Council,1994.
  • 3Robertson W D. Dctermining the winter dcsign tcmpcraturc for asphalt pavement[ M]//AAPT. Proceeding of association of asphalt paving technology. Chelsea: BookCrafters Inc, 1997 : 312 -343.
  • 4Mohseni A, Symons M, Improved AC pavement temperature models from LTPP seasonal data[M]//TRB. Transportation researeh board 77th annual meeting. Washington D C: Transportation Research Board, 1998.
  • 5秦健,张宏超,孙立军.沥青路面温度场的分布特性及其预测[M]∥美国土木工程师协会.第八届国际交通新技术应用大会论文集.北京:人民交通出版社,2004:488—492.
  • 6Barber E S.Calculation of maximum pavement temperature from weather reports[J].Highway Research Board Bulletin,1957,168:1.
  • 7Thompson M R,Dempsey B J,Hill H.Characterizing temperature effects for pavement analysis and design[J].Transportation Research Record,1987(549):39.
  • 8Christison J T,Anderson K O.The response of asphalt pavement to low temperature climatic Environment[C]∥ Proceeding of the 3rd International Conference on the Structure Design of Asphalt Pavement.London.[s.n.],1972.
  • 9Ake H.Simulation model for calculating pavement temperature including maximum temperature[J].Transportation Research Record,2000(1699):134.
  • 10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,2003.

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