Characterisation of the climatic temperature variations in the design of rigid pavements

References

• ABAQUS/Standard, 2014. User's manual, version 6.14. Dassault Systèmes Simulia Corp, Online Database.
   Google Scholar
• Alavi, M., Pouranian, M., and Hajj, E., 2014. Prediction of asphalt pavement temperature profile with finite control volume method. Transportation Research Record: Journal of the Transportation Research Board, 2456, 96–106.
   Google Scholar
• Ali, W., and Urgessa, G., 2012. Numerical prediction model for temperature distributions in concrete at early ages. American Journal of Engineering and Applied Sciences, 5 (4), 282–290.
   Google Scholar
• Barber, E.S., 1957. Calculation of maximum pavement temperatures from weather reports. Bulletin 168 Washington, D.C.: Highway Research Board, 1–8.
   Google Scholar
• Bayraktarova, K., Eberhardsteiner, L., and Blab, R. 2017. Seasonal temperature distribution in rigid pavements. In: A. Loizos, I. Al-Qadi and S. T., eds. Proceedings of the 10th international conference on the bearing capacity of roads, railways and airfields (BCRRA 2017), 28–30 June 2017, Athen. CRC Press, 2087–2093.
   Google Scholar
• Beckemeyer, C.A., Khazanovich, L., and Yu, H.T., 2002. Determining amount of built-in curling in jointed plain concrete pavement: case study of Pennsylvania I-80. Transportation Research Record, 1809, 85–92.
   Google Scholar
• Bradbury, R., 1938. Reinforced concrete pavements. University of Wisconsin – Madison: Wire Reinforcement Institute.
   Google Scholar
• Caliendo, C., and Parisi, A., 2010. Stress-prediction model for airport pavements with jointed concrete slabs. Journal of Transportation Engineering, 136 (7), 664–677.
   Web of Science ®Google Scholar
• Chandrappa, A., and Biligiri, K., 2015. Development of pavement-surface temperature predictive models: parametric approach. Journal of Materials in Civil Engineering, 28 (3), 04015143.
   Google Scholar
• Chen, J., Wang, H., and Xie, P., 2019. Pavement temperature prediction: theoretical models and critical affecting factors. Applied Thermal Engineering, 158, 1–14.
   Web of Science ®Google Scholar
• Choubane, B., and Tia, M., 1995. Analysis and verification of thermal-gradient effects on concrete pavement. Journal of Transportation Engineering, 121 (1), 75–81.
   Google Scholar
• Dempsey, B.J., Herlache, W., and Patel, A., 1985. Climatic-m-structural pavement analysis program. Transportation Research Record, 1095, 111–123.
   Google Scholar
• Dempsey, B. and Thompson, M., 1970. A heat transfer model for evaluating frost action and temperature related pavements effects in multi-layered pavement systems. Highway Research Record, 342, 39–56.
   Google Scholar
• Diefenderfer, B., Al-Qadi, I., and Diefenderfer, S., 2002. Model to predict pavement temperature profile: development and validation. Journal of Transportation Engineering, 132, 162–167.
   Google Scholar
• Eberhardsteiner, L., etal, 2016. OBESTAS – Optimierte Bemessung starrer Aufbauten von Straßen. Vienna: Vienna University of Technology, Institute of Transportation.
   Google Scholar
• Eberhardsteiner, L., and Blab, R., 2017. Design of bituminous pavements: a performance-related approach. Road Materials and Pavement Design, 20 (2), 244–258.
   Web of Science ®Google Scholar
• Eberhardsteiner, L., Foltin, K., Bayraktarova, K., and Blab, R., 2018. Performance-related approach for rigid pavement design. In: E. Masad, A. Bhasin, T. Scarpas, I. Menapace and A. Kumar, eds. International conference on advances in materials and pavement performance prediction (AM3P 2018), 16–18 April 2018, Doha. CRC Press, 457–461.
   Google Scholar
• Eisenmann, J., 1979. Concrete pavements – design and construction (in German). München: Wilhelm Ernst and Sohn.
   Google Scholar
• Eisenmann, J., and Leykauf, G., 1990. Simplified calculation method of slab curling caused by shrinkage. In: A. Loizos, I. Al-Qadi and S. T., eds. 2nd international workshop on theoretical design of concrete pavements, Madrid, Spain.
   Google Scholar
• Eisenmann, J., and Leykauf, G., 2003. Concrete pavements – design and construction (in German). München: Ernst and Sohn.
   Google Scholar
• FGSV, 1994. Entstehung und Verhütung von Frostschäden an Straßen. Bonn: FGSV.
   Google Scholar
• FSV, 2016. RVS 03.08.63: Oberbaubemessung. Vienna: FSV.
   Google Scholar
• FSV, 2020. RVS 03.08.69: Rechnerische Dimensionierung von Betonstraßen. Vienna: FSV.
   Google Scholar
• Gao, X., Wei, Y., and Huang, W., 2017. Strain-based equivalent temperature gradient in concrete pavement and comparaisson with other quantification methods. Journal of Transportation Engineering, 18, 00–00.
   Google Scholar
• Geiger, R., 1959. The climate near the ground. Cambridge: Harvard University Press.
   Google Scholar
• Hermansson, A., 2002. Simulation of asphalt concrete (AC) pavement temperatures for use with FWD. Road Materials and Pavement Design, 3, 281–297.
   Google Scholar
• Hermansson, A., 2004. Mathematical model for paved surface summer and winter temperature: comparison of calculated and measured temperatures. Cold Regions Science and Technology, 40, 1–17.
   Web of Science ®Google Scholar
• Hiller, J., and Roesler, J., 2010. Simplified nonlinear temperature curling analysis for jointed concrete pavements. Journal of Transportation Engineering, 136, 654–663.
   Google Scholar
• Höller, R., Aminbaghai, M., Eberhardsteiner, L., Eberhardsteiner, J., Blab, R., Pichler, B., and Hellmich, C., 2019. Rigorous amendment of Vlasov's theory for thin elastic plates on elastic Winkler foundations, based on the principle of virtual power. European Journal of Mechanics – A/Solids, 73, 449–482.
   Web of Science ®Google Scholar
• Houben, L., 1992. Finite element analysis of plain concrete pavements (V): comparison with the Eisenmann theory. Journal 'BetonwegenNieuws, 88, 16–23.
   Google Scholar
• Houben, I.L.J.M., 2009. Structural design of pavements. Available from: http://www.citg.tudelft.nl/en/about-faculty/departments/structural-engineering/sections/pavement-engineering/education/lectures/.
   Google Scholar
• Huang, K., et al., 2017. A developed method of analyzing temperature and moisture profiles in rigid pavement slabs. Construction and Building Materials, 151, 782–788.
   Web of Science ®Google Scholar
• Ioannides, A., and Khazanovich, L., 1998. Nonlinear temperature effects on multilayered concrete pavements. Journal of Transportation Engineering, 124 (2), 128–136.
   Google Scholar
• Jeong, J.H., and Zollinger, D., 2006. Finite-element modeling and calibration of temperature prediction of hydrating Portland cement concrete pavements. Journal of Materials in Civil Engineering, 18 (3), 317–324.
   Web of Science ®Google Scholar
• Khazanovich, L., et al., 2001. Development of rapid solutions for reinforced concrete pavement stresses. Transportation Research Record: Journal of the Transportation Research Board, 1778, 64–72.
   Google Scholar
• Krebs, H. and Böinger, G., 1981. Temperaturberechnungen am bituminösen Straßenkörper. Heft 347. Forschung Straßenbau und Straßenverkehrstechnik Bonn-Bad Godesberg.
   Google Scholar
• Krsmanc, R., Slak, A.S., and Demsar, J., 2013. Statistical approach for forecasting road surface temperature. Meteorological Applications, 20, 439–446.
   Web of Science ®Google Scholar
• Linke, F. and Möller, F., 1974. Handbuch der Geophysik. Stuttgart: Gebrüder Borntraeger.
   Google Scholar
• McCullough, B., and Rasmussen, R., 1999. Fast-track paving: concrete temperature control and traffic opening criteria for bonded concrete overlays, volume 1: final report. Austin, TX: FHWA, US Department of Transportation.
   Google Scholar
• Minhoto, M., et al., 2005. Predicting asphalt pavement temperature with a three-dimensional finite element method. Transportation Research Record, 1919 (1), 96–110.
   Google Scholar
• Mohamed, A., and Hansen, W., 1996. Prediction of stresses in concrete pavements subjected to non-linear gradients. Cement and Concrete Composites, 18 (6), 381–387.
   Web of Science ®Google Scholar
• NCHRP, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, DC.
   Google Scholar
• Qin, Y., 2016. Pavement surface maximum temperature increases linearly with solar absorption and reciprocal thermal inertial. International Journal of Heat and Mass Transfer, 97, 391–399.
   Web of Science ®Google Scholar
• Qin, Y., and Hiller, J.E., 2011. Modeling the temperature and stress distributions in rigid pavements: impact of solar radiation absorption and heat history development. KSCE Journal of Civil Engineering, 15 (8), 1361–1371.
   Web of Science ®Google Scholar
• Rao, S., and Roesler, J.R., 2005. Characterising effective built-in curling from concrete pavement field measurements. Journal of Transportation Engineering, 131 (4), 320–327.
   Web of Science ®Google Scholar
• Sherif, A., and Hassan, Y., 2004. Modelling pavement temperature for winter maintenance operations. Canadian Journal of Civil Engineering, 31 (2), 369–378.
   Web of Science ®Google Scholar
• Siddique, Z.Q., Hossain, M., and Meggers, D., 2005. Temperature and curling measurements on concrete pavement. In: The 2005 mid-continent transportation research symposium, 18–19 August 2018, Ames Iowa.
   Google Scholar
• Solaimanian, M., and Kennedy, T., 1993. Predicting maximum pavement surface temperature using maximum air temperature and hourly solar radiation. Transportation Research Record, 1417, 1–11.
   Google Scholar
• Teltayev, B., and Koblanbek, A., 2015. Modeling of transient temperature distribution in multilayer asphalt pavement. Geomechanics and Engineering, 8, 133–152.
   Web of Science ®Google Scholar
• Thomlinson, J., 1940. Temperature variations and consequent product by daily and seasonal temperature cycles in concrete slabs. Concrete Constructional Engineering, 36, 298–307.
   Google Scholar
• VDI, 2001. VDI 4640: Thermische Nutzung des Untergrunds – Grundlagen, Genehmigungen, Umweltaspekte – Blatt 1. Düsseldorf: VDI.
   Google Scholar
• Wang, D., 2012. Analytical approach to predict temperature profile in a multilayered pavement system based on measured surface temperature data. Journal of Transportation Engineering, 138 (5), 674–679.
   Google Scholar
• Wang, D., 2016. Prediction of time-dependent temperature distribution within the pavement surface layer during FWD testing. Journal of Transportation Engineering, 142 (7), 06016002.
   Google Scholar
• Wang, D., and Roesler, J., 2014. One-dimensional temperature profile prediction in multi-layered rigid pavement systems using a separation of variables method. International Journal of Pavement Engineering, 15 (5), 372–382.
   Web of Science ®Google Scholar
• Wang, D., Roesler, J., and Guo, D., 2009. Analytical approach to predicting temperature fields in multilayered pavement systems. Journal of Engineering Mechanics, 135 (4), 334–344.
   Web of Science ®Google Scholar
• Wistuba, M., 2003. Climatic influences on asphalt pavements: Determining the design temperature for the Austrian analytical pavements design. Heft 15. Vienna University Technology, Institute frustration, Research Center of Road Engineering.
   Google Scholar
• Yavuzturk, C., Ksaibati, K., and Chiasson, A., 2005. Assessment of temperature fluctuations in asphalt pavements due to thermal environmental conditions using a two-dimensional, transient finite-difference approach. Journal of Materials in Civil Engineering, 17 (4), 465–475.
   Web of Science ®Google Scholar
• Yu, H.T., Khazanovich, L., Darter, M.I., and Ardani, A., 1998. Analysis of concrete pavement responses to temperature and wheel loads measured from instrumented slabs. Transportation Research Record: Journal of the Transportation Research Board, 1639 (6), 94–101.
   Google Scholar