›› 2006, Vol. 27 ›› Issue (S1): 40-45.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical analysis and experimental validation of high temperature fields in asphalt pavements

HUANG Li-kui 1,JIA Lu 1,3,WAN Jian-ping 2,WAN Zhi2   

  1. 1. College of Civil Engineering, Hunan University, Changsha 410082, China; 2. Hunan Institute of Communications Research,Changsha 410015, China; 3. School of Transportation Engineering, Tongji University, Shanghai 200092, China
  • Received:2006-05-09 Published:2006-12-15

Abstract: To prevent excessive rutting on asphalt pavements, it is necessary to predict correctly the high temperature fields in asphalt pavements with the climate information, to design adequately the pavement structures and to choose correctly the grades of asphalt binder. Based on the elementary theory in thermology, the patterns of heat exchange on asphalt pavements were analyzed in detail during summer seasons; and the two-dimensional numerical model of transient temperature fields in asphalt pavements was established with explicit scheme, which is deduced with the finite difference method. In order to understand the preliminary effects of different locations and climates on high temperature fields in asphalt pavements, the in-site experimental validations were carried out. Meanwhile, the comparison between results of prediction model and the in-site data proofs the validation of numerical model.

Key words: asphalt pavements, high temperature fields, numerical analysis, experimental validation, finite difference method

CLC Number: 

  • TU 416.22
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
[2] GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
[3] LI Ning, YANG Min, LI Guo-feng. Revisiting the application of finite element method in geotechnical engineering [J]. Rock and Soil Mechanics, 2019, 40(3): 1140-1148.
[4] ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
[5] WANG Jian-jun, CHEN Fu-quan, LI Da-yong. A simple solution of settlement for low reinforced embankments on Kerr foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 250-259.
[6] LI Chuan-xun, DONG Xing-quan, JIN Dan-dan, WANG Yu-lin,. Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient [J]. , 2018, 39(5): 1877-1884.
[7] YAN Shu-wang, LI Jia, YAN Yue, CHEN Hao,. Research on stable limit depth of vertical cylinder hole in cohesive soil ground [J]. , 2018, 39(4): 1176-1181.
[8] ABI ERDI, ZHENG Ying-ren, FENG Xia-ting, CONG Yu. Relationship between particle micro and macro mechanical parameters of parallel-bond model [J]. , 2018, 39(4): 1289-1301.
[9] LI Yi-fan, DONG Shi-ming, PAN Xin, LI Nian-bin, YUAN Ye. Experimental study of mixed-mode I/III fracture of sandstone [J]. , 2018, 39(11): 4063-4070.
[10] LIU Tian-xiang, WANG Zhong-fu, . Analysis of interaction when tunnel orthogonal crossing deep-seated landslide and the corresponding control measures [J]. , 2018, 39(1): 265-274.
[11] SONG Xu-gen, CHEN Cong-xin, XIA Kai-zong, CHEN Long-long, FU Hua,. Research on deformation mechanism and feasibility of continuous use of mine shaft [J]. , 2017, 38(S1): 331-342.
[12] MA Shao-kun, SHAO Yu, LIU Ying, FENG Ye, WEI Chao-hua,. Effects of construction sequences of twin tunneling at different depths on the adjacent pipeline [J]. , 2017, 38(9): 2487-2495.
[13] LI Chuan-xun , DONG Xing-quan , JIN Dan-dan , XIE Kang-he,. Nonlinear large-strain consolidation analysis of soft clay considering threshold hydraulic gradient [J]. , 2017, 38(2): 377-384.
[14] ZHENG Jun-jie, GUO Zhen-shan, CUI Lan, ZHANG Jun,. Stability analysis of expansive soil tunnel considering unsaturated seepage and moistening swelling deformation [J]. , 2017, 38(11): 3271-3277.
[15] XIE Xin-yu, HAN Dong-dong, HUANG Li , WANG Zhong-jin, LIU Kai-fu,. Calculation of ultimate bearing capacity factor Nγ for rough strip footings [J]. , 2016, 37(S1): 209-214.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WU Qiong, TANG Hui-ming, WANG Liang-qing, LIN Zhi-hong. Analytic solutions for phreatic line in reservoir slope with inclined impervious bed under rainfall and reservoir water level fluctuation[J]. , 2009, 30(10): 3025 -3031 .
[2] QI Ji-lin,MA Wei. State-of-art of research on mechanical properties of frozen soils[J]. , 2010, 31(1): 133 -143 .
[3] ZHOU Yong-xi, ZHANG De-xuan, LUO Chun-yong, CHEN Jun. Experimental research on steady strength of saturated loess[J]. , 2010, 31(5): 1486 -1490 .
[4] LI Feng, WANG Xiao-rui, LUO Xiao-hui, GUO Yuan-cheng. Assessment methods of chance constrained on bottom stability of foundation pit[J]. , 2010, 31(12): 3867 -3874 .
[5] LI Jian-hua, XU Bin, XU Man-qing, LIU You-ping. Vibration isolation using pile rows in a layered poroelastic half-space against vibration due to harmonic loads[J]. , 2010, 31(S2): 12 -18 .
[6] TIAN Qi-qiang,HOU Xing-min,WANG Zi-fa. A new method of subsoil damping ratio identification based on free vibration of a massive concrete foundation[J]. , 2011, 32(1): 211 -216 .
[7] GAO Wen-hua, ZHU Jian-qun, ZHANG Zhi-min, HUANG Zi-yong. Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion[J]. , 2011, 32(2): 593 -598 .
[8] ZHANG Gui-rong , CHENG Wei. Stability prediction for Bazimen landslide of Zigui County under the associative action of reservoir water lever fluctuations and rainfall infiltration[J]. , 2011, 32(S1): 476 -0482 .
[9] QIAN Yue-hong , LI Jie , CHEN Wen-tao , LI Wen-pei. Investigation of characteristics of failure nearby deep tunnel considering unloading time[J]. , 2011, 32(5): 1347 -1352 .
[10] JING Feng , SHENG Qian , ZHANG Yong-hui , LIU Yuan-kun. Study advance on in-site geostress measurement and analysis of initial geostress field in China[J]. , 2011, 32(S2): 51 -58 .