[1]J T Christison.The Response of Asphalt Concrete Pavements to Low Temperature Climatic Environ-ments[C].America:The University of Michigan,1992.
[2]Kingham R L.A New Temperature Correction Proce-dure for Benkelmen-Beam Rebound Deflection[J].The Asphalt Institute Research Record,1969,(1).
[3]景天然,严作人.水泥混凝土路面温度状况的研究[J].同济大学学报,1980,(3).
[4]Choubance B, Tia M.Analysis and Verifica-tion of Thermal-Gradient Effects on Concrete Pave-ment [J]. Journal of Transportation Engineering,1995,121(1).
[5]Barber F S.Calculation of Maximum Pavement Tem-perature from Weather Report [R].Washington D.C:Highway Research Board Bulletion,1957.
[6]Pretorius P C.Consideration for Pavements Contain-ing Soil-Cement Base [D].America:University of California Berkley,1969.
[7]严作人.层状路面体系的温度场分析[J].同济大学学报,1984,(3).
[8]吴赣昌.层状路面体系的温度场分析[J].中国公路学报,1992,5(4).
[9]吴赣昌.半刚性基层沥青路面温度场的解析理论[J].应用数学与力学,1997,18(2).
[10]谈至明.路面结构低温状况分析[J].同济大学学报,1999,27(5).