Commenced in January 2007
Paper Count: 32579
A Study on Numerical Modelling of Rigid Pavement: Temperature and Thickness Effect
Abstract:Pavement engineering plays a significant role to develop cost effective and efficient highway and road networks. In general, pavement regarding structure is categorized in two core group namely flexible and rigid pavements. There are various benefits in application of rigid pavement. For instance, they have a longer life and lower maintenance costs in compare with the flexible pavement. In rigid pavement designs, temperature and thickness are two effective parameters that could widely affect the total cost of the project. In this study, a numerical modeling using Kenpave-Kenslab was performed to investigate the effect of these two important parameters in the rigid pavement.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1129968Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1271
 Abdel-Motaleb, M., Flexible pavement components for optimum performance in rutting and fatigue. Zagazig Univ J, 2009.
 Ameri, M. and A. Khavandi, Development of Mechanistic-Empirical Flexible Pavement Design in Iran. Journal of Applied Sciences, 2009. 9(2): p. 354-359.
 Gedafa, D.S., Comparison of flexible pavement performance using kenlayer and hdm-4. Midwest Transportation Consortium, Ames, Iowa, 2006.
 Harimurti, H.S., L. Djakfar, and A. Wicaksono, Interaction of Flexible Pavement and Expansive Soil in the Process of Pavement Damage. EJGE, 2014. 19.
 Loulizi, A., et al., Measurement of vertical compressive stress pulse in flexible pavements: representation for dynamic loading tests. Transportation Research Record: Journal of the Transportation Research Board, 2002(1816): p. 125-136.
 Prasad, D., G.P. Raju, and M.A. Kumar, Utilization of industrial waste in flexible pavement construction. EJGE, 2009. 13.
 Srikanth, M.R., Study on Effect of Surface Course Thickness and Modulus of Elasticity on Performance of Flexible Pavement using a Software Tool. International Journal of Engineering Research & Technology, 2015. Volume. 4 (Issue. 08, August - 2015).
 Tchemou, G., et al., Prediction of Flexible Pavement Degradation: Application to Rutting in Cameroonian Highways. Electronic Journal of Geotechnical Engineering, EJGE, 2011. 16: p. 1301-1319.
 Wang, J.-N., C.-K. Yang, and T.-Y. Luo, Mechanistic analysis of asphalt pavements, using superpave shear tester and Hamburg wheel-tracking device. Transportation Research Record: Journal of the Transportation Research Board, 2001(1767): p. 102-110.
 Ziari, H. and M.M. Khabiri, Interface condition influence on prediction of flexible pavement life. Journal of Civil Engineering and Management, 2007. 13(1): p. 71-76.
 Tsai, C.-T., G.T.-C. Kung, and C.-L. Hwang, Use of high performance concrete on rigid pavement construction for exclusive bus lanes. Construction and Building Materials, 2010. 24(5): p. 732-740.
 Hadi, M.N.S. and Y. Arfiadi, Optimum rigid pavement design by genetic algorithms. Computers & Structures, 2001. 79 (17): p. 1617-1624.
 Hernández-Olivares, F., et al., Fatigue behaviour of recycled tyre rubber-filled concrete and its implications in the design of rigid pavements. Construction and Building Materials, 2007. 21(10): p. 1918-1927.
 Setyawan, A., S.E. Zoorob, and K.E. Hasan, Investigating and Comparing Traffic Induced and Restrained Temperature Stresses in a Conventional Rigid Pavement and Semi-Rigid Layers. Procedia Engineering, 2013. 54: p. 875-884.
 Taheri, M.R. and M.M. Zaman, Effects of a moving aircraft and temperature differential on response of rigid pavements. Computers & Structures, 1995. 57(3): p. 503-511.
 Odum-Ewuakye, B. and N. Attoh-Okine, Sealing system selection for jointed concrete pavements – A review. Construction and Building Materials, 2006. 20(8): p. 591-602.
 Ramadhan, R.H. and H.I. Al-Abdul Wahhab, Temperature variation of flexible and rigid pavements in Eastern Saudi Arabia. Building and Environment, 1997. 32(4): p. 367-373.
 McCarthy, L.M., et al., Impacts of variability in coefficient of thermal expansion on predicted concrete pavement performance. Construction and Building Materials, 2015. 93: p. 711-719.
 Anastasiou, E.K., A. Liapis, and I. Papayianni, Comparative life cycle assessment of concrete road pavements using industrial by-products as alternative materials. Resources, Conservation and Recycling, 2015. 101: p. 1-8.
 Mohammadi, I. and H. Khabbaz, Shrinkage performance of Crumb Rubber Concrete (CRC) prepared by water-soaking treatment method for rigid pavements. Cement and Concrete Composites, 2015. 62: p. 106-116.
 Nam, B.H., J.H. Yeon, and Z. Behring, Effect of daily temperature variations on the continuous deflection profiles of airfield jointed concrete pavements. Construction and Building Materials, 2014. 73: p. 261-270.
 Nobili, A., L. Lanzoni, and A.M. Tarantino, Experimental investigation and monitoring of a polypropylene-based fiber reinforced concrete road pavement. Construction and Building Materials, 2013. 47: p. 888-895.
 Gencel, O., et al., Properties of concrete paving blocks made with waste marble. Journal of Cleaner Production, 2012. 21(1): p. 62-70.
 Choi, S.Y., J.S. Park, and W.T. Jung, A Study on the Shrinkage Control of Fiber Reinforced Concrete Pavement. Procedia Engineering, 2011. 14: p. 2815-2822.
 Altoubat, S.A., et al., Simplified method for concrete pavement design with discrete structural fibers. Construction and Building Materials, 2008. 22(3): p. 384-393.
 Qin, Y. and J.E. Hiller, Modeling temperature distribution in rigid pavement slabs: Impact of air temperature. Construction and Building Materials, 2011. 25(9): p. 3753-3761.
 Russel W. Lenz, P.E, Pavement Design Guide Manual Notice: 2011-1
 Huang, Y., Kenpave computer program. Pavement Analysis and Design, 1993.