Temperature Field Analytical Solution for OGFC Asphalt Pavement Structure
Source abstract
Abstract
The change law of the temperature field of an open-graded friction course (OGFC) asphalt pavement was studied. The thermal conductivity of OGFC asphalt mixtures with different oil–stone ratios was measured using a thermal-conductivity tester. The relationship between the oil–stone ratio and thermal conductivity was established, which was then used as the boundary condition of the temperature field. Using mathematical and physical methods based on thermodynamics and heat-transfer principles, an analytical solution of the temperature field of the OGFC asphalt pavement structure was developed. Data from an outdoor test of large Marshall specimens were compared with the analytical solution of the temperature field to verify the correctness of the model. The results show that the analytical model of the OGFC asphalt pavement structure temperature field can predict the temperature changes at different oil–stone ratios, times, and depths (from the road surface). The differences between the predicted results and test data at 0.01, 0.02, and 0.03 m from the road surface were 0.5, 0.7, and 0.9 °C, respectively, confirming that this study can be used to provide reference information for the design of OGFC asphalt pavement structures.
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Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Smart Materials for Construction · Infrastructure Maintenance and Monitoring
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Affiliations
School of Civil Engineering, Shenyang Urban Construction University, Shenyang 110167, China
School of Transportation and Geomatics Engineering, Shenyang Jianzhu University, Shenyang 110168, China
Transportation Engineering College, Dalian Maritime University, Dalian 116026, China
Funding
Shenyang Urban Construction University
References (44)
Show source-provided references
1. Corlew, J.S., and Dickson, P.F. (1968). Methods for Calculating Temperature Profiles of Hot-Mix Asphalt Concrete as Related to the Construction of Asphalt Pavements, ProQuest.
2. Comparison of Mix Design Methods for Porous Asphalt Mixtures10.1061/(ASCE)MT.1943-5533.0000529 ↗
3. Huber, G. (2000). Performance Survey on Open-Graded Friction Course Mixes, Transportation Research Board, National Research Council. NCHRP Synthesis of Highway Practice.
4. Porous Road Pavements: Acoustical Characterization and Propagation Effects10.1121/1.417998 ↗
5. Effects of thermally modified asphalt concrete on pavement temperature10.1080/10298436.2017.1326234 ↗
6. Tian, X., Huang, X., and Yu, B. (2011). Pavements and Materials: Recent Advances in Design, Testing and Construction, ASCE.
7. Permeability loss in porous asphalt due to binder creep10.1016/j.conbuildmat.2011.11.038 ↗
8. Permeability Loss of Open-Graded Friction Course Mixtures due to Deformation-Related and Particle-Related Clogging: Understanding from a Laboratory Investigation10.1061/(ASCE)MT.1943-5533.0001282 ↗
9. Wang, D. (2010). Analytical Solutions for Temperature Profile Prediction in Multi-Layered Pavement Systems. [Ph.D. Thesis, The University of Illinois at Urbana-Champaign].
10. Regression Analysis of Actual Measurement of Temperature Field Distribution Rules of Asphalt Pavement
11. Barber, E.S. (1957). Calculation of Maximum Pavement Temperatures from Weather Reports, Highway Research Board. Highway Research Board Bulletin.
12. Dempsey, B.J., and Thompson, M.R. (1970). A Heat Transfer Model for Evaluating Frost Action and Temperature-Related Effects in Multilayered Pavement Systems; Highway Research Record. [Ph.D. Thesis, University of Illinois at Urbana-Champaign].
13. Christison, J.T., and Anderson, K.O. (1972). The Response of Asphalt Pavements to Low Temperature Climatic Environments, Grosvenor House.
14. Lytton, R.L., Pufahl, D.E., Michalak, C.H., Liang, H.S., and Dempsey, B.J. (1993). An Integrated Model of the Climatic Effects on Pavements. Final Report, National Research Council.
15. Solaimanian, M., and Kennedy, T.W. (1993). Transportation Research Record, National Academy Press.
16. Temperature and Curling Stress in Concrete Pavements: Analytical Solutions10.1061/(ASCE)0733-947X(1998)124:1(91) ↗
17. Simulation Model for Calculating Pavement Temperatures Including Maximum Temperature10.3141/1699-19 ↗
18. Thermal Properties and Transient Temperature Response of Full-Depth Asphalt Pavements10.3141/1809-18 ↗
19. Model to Predict Pavement Temperature Profile: Development and Validation10.1061/(ASCE)0733-947X(2006)132:2(162) ↗
20. Analytical Approach to Predict Temperature Profile in a Multilayered Pavement System Based on Measured Surface Temperature Data10.1061/(ASCE)TE.1943-5436.0000362 ↗
21. One-Dimensional Rigid Pavement Temperature Prediction Using Laplace Transformation10.1061/(ASCE)TE.1943-5436.0000413 ↗
22. Mathematical modelling for solving nonlinear heat diffusion problems of pavement spherical roads in Makkah10.1080/10298436.2011.633166 ↗
23. Li, Z., and Tan, Y. (2013, January 19–20). Temperature Field of Asphalt Pavement in Seasonal Frozen Region Suffered by Freeze-Thaw Cycles. Proceedings of the ICTE 2013: Safety, Speediness, Intelligence, Low-Carbon, Innovation, Chengdu, China.10.1061/9780784413159.309 ↗
24. Prediction of Asphalt Pavement Temperature Profile during FWD Testing: Simplified Analytical Solution with Model Validation Based on LTPP Data10.1061/(ASCE)TE.1943-5436.0000449 ↗
25. Prediction of Time-Dependent Temperature Distribution within the Pavement Surface Layer during FWD Testing10.1061/(ASCE)TE.1943-5436.0000854 ↗
26. Solution of pavement temperature field in “Environment-Surface” system through Green’s function10.1007/s11771-014-2160-8 ↗
27. Analytical approach for evaluating temperature field of thermal modified asphalt pavement and urban heat island effect10.1016/j.applthermaleng.2016.11.080 ↗
28. Pavement surface maximum temperature increases linearly with solar absorption and reciprocal thermal inertial10.1016/j.ijheatmasstransfer.2016.02.032 ↗
29. An albedo based model for the calculation of pavement surface temperatures in permafrost regions10.1016/j.coldregions.2015.11.013 ↗
30. Zhang, L., Huang, J., and Li, P. (2020). Prediction of Temperature Distribution for Previous Cement Concrete Pavement with Asphalt Overlay. Appl. Sci., 10.10.3390/app10113697 ↗
31. Formation And Failure Behavior Of Open-Graded Friction Course At Low Temperatures10.14311/CEJ.2022.02.0020 ↗
32. Press, C.C. (2012). Technical Specification for Permeable Asphalt Pavement, China Communications Press.
33. Morphological, Thermal, and Mechanical Properties of Asphalt Binders Modified by Graphene and Carbon Nanotube10.1061/(ASCE)MT.1943-5533.0004183 ↗
34. Study on Temperature Field of Asphalt Pavement in Tongliao, Inner Mongolia10.1088/1755-1315/587/1/012026 ↗
35. Study on the Influence of Clogging on the Cooling Performance of Permeable Pavement10.3390/w10030299 ↗
36. Mechanism based diffusion-reaction modelling for predicting the influence of SARA composition and ageing stage on spurt completion time and diffusivity in bitumen10.1016/j.conbuildmat.2020.120592 ↗
37. Analysis of the temperature field in layered pavement system
38. Numerical analysis and experimental validation of high temperature fields in asphalt pavements
39. Predicting Asphalt Pavement Temperature with a Three-Dimensional Finite Element Method10.1177/0361198105191900111 ↗
40. The analytic theory of the temperature fields of bituminous pavement over semi-rigid roadbase10.1007/BF02458018 ↗
41. Structural contribution of open-graded friction course mixes in mechanistic–empirical pavement design10.1080/10298436.2013.857776 ↗
42. Thermal Insulation with Aluminum Foil10.1021/ie50279a002 ↗
43. Research on the affecting factors and characteristic of asphalt mixture temperature field during compaction10.1016/j.conbuildmat.2020.119509 ↗
44. (2011). Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering (Standard No. JTG E20-2011).