Solution of pavement temperature field in "Environment-Surface" system through Green's function

被引:13
作者
Chen Jia-qi [1 ,2 ]
Li Liang [1 ]
Zhao Lian-heng [1 ]
Dan Han-cheng [1 ,3 ]
Yao Hui [1 ]
机构
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Rutgers State Univ, Piscataway, NJ 08854 USA
[3] Guizhou Transportat Planning Survey & Design Acad, Postdoctoral Res Ctr, Guiyang 550001, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
road engineering; pavement temperature field; Environment-Surface" system; heat transfer theory; Green's function; MODEL;
D O I
10.1007/s11771-014-2160-8
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
In order to simplify the boundary conditions of pavement temperature field, the "Environment-Surface" system which considered the natural environment and pavement surface was established. Based on this system, the partial differential equations of the one-dimensional heat conduction in the pavement were established on the basis of the heat transfer theory. Furthermore, the function forms of the initial and boundary conditions of the equations were created through the field experiments. The general solution of the pavement one-dimensional heat conduction partial differential equations was acquired by using Green's function, and the explicit expression of pavement temperature field under specific constraint conditions was derived. For the purpose of analysis, the pavement temperatures in different seasons were calculated using the explicit expression of pavement temperature field, and the calculation accuracy was analyzed through the comparison between measured and calculated values. Then, the relationship between fitting accuracy and calculation accuracy of pavement temperatures was analyzed. The analysis results show that: the usage of "Environment-Surface" system simplifies the calculation of pavement temperature field; the relative error between calculated and measured values is generally less than 7% and is seldom influenced by seasons; there is a positive correlation between the calculation accuracy and the fitting accuracy of pavement surface temperature; high fitting accuracy would result in less error of pavement temperature prediction.
引用
收藏
页码:2108 / 2116
页数:9
相关论文
共 18 条
[1]  
Ali H., 1996, Transportation Research Record, P48, DOI DOI 10.3141/1540-07
[2]  
[Anonymous], 1984, J TONGJI U
[3]  
Barber E.S., 1957, HIGHWAY RES BOARD B, V168, P1
[4]   Temperature Gradient and Curling Stresses in Concrete Pavement with and without Open-Graded Friction Course [J].
Belshe, Mark ;
Mamlouk, Michael S. ;
Kaloush, Kamil E. ;
Rodezno, Maria .
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2011, 137 (10) :723-729
[5]  
Ertman-Larson H.J., 1994, P 4 INT C BEARING CA, VI., P401
[6]  
FU Kai-min, 2008, RES RUTTING SIMULATI, P42
[7]   Influence of the Thermophysical Properties of Pavement Materials on the Evolution of Temperature Depth Profiles in Different Climatic Regions [J].
Hall, Matthew R. ;
Dehdezi, Pejman Keikhaei ;
Dawson, Andrew R. ;
Grenfell, James ;
Isola, Riccardo .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2012, 24 (01) :32-47
[8]  
Hermansson Å, 2000, TRANSPORT RES REC, P134
[9]   Effect of aggregate type, gradation, and compaction level on thermal properties of hot-mix asphalts [J].
Mrawira, Donath M. ;
Luca, Joseph .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2006, 33 (11) :1410-1417
[10]  
Park DY, 2001, TRANSPORT RES REC, P97