References
- Choubane, B., & Tia, M. (1995). Analysis and verification of thermal-gradient effects on concrete pavement. Journal of Transportation Engineering, 121(1), 75–81. doi: 10.1061/(ASCE)0733-947X(1995)121:1(75)
- Hansen, W., Smiley, D. L., Peng, Y., & Jensen, E. (2002). Validating top-down premature transverse slab cracking in jointed plain concrete pavement. Transportation Research Record: Journal of the Transportation Research Board, 1809, 52–59. doi: 10.3141/1809-06
- Hansen, W., Wei, Y., Smiley, D. L., Peng, Y., & Jensen, E. A. (2006). Effects of paving conditions on built-in curling and pavement performance. International Journal of Pavement Engineering, 7(4), 291–296. doi: 10.1080/10298430600798952
- Hiller, J. E., & Roesler, J. R. (2010). Simplified nonlinear temperature curling analysis for jointed concrete pavements. Journal of Transportation Engineering, 136(7), 654–663. doi: 10.1061/(ASCE)TE.1943-5436.0000130
- Huang, Y. H. (2004). Pavement design and analysis. Upper Saddle River, NJ: Pearson/Prentice Hall.
- Janssen, D., & Snyder, M. (2000). Temperature-moment concept for evaluating pavement temperature data. Journal of Infrastructure Systems, 6(2), 81–83. doi: 10.1061/(ASCE)1076-0342(2000)6:2(81)
- Jeong, J. H., & Zonllinger, D. G. (2005). Environmental effects on the behaviour of jointed plain concrete pavements. Journal of Transportation Engineering, 131(2), 140–148. doi: 10.1061/(ASCE)0733-947X(2005)131:2(140)
- Joshi, A., Mehta, Y., Cleary, D., Henry, S., & Cunliffe, C. (2012). Load transfer efficiency of rigid airfield pavement: Relationship to design thickness and temperature curling. Transportation Research Record: Journal of the Transportation Research Board, 2300, 68–74. doi: 10.3141/2300-08
- Liu, W., Fwa, T. F., & Zhong, Y. (2006). Nine-slab model for temperature effects on concrete pavements. Road Materials and Pavement Design, 7(2), 149–177. doi: 10.1080/14680629.2006.9690031
- Mohamed, A., & Hansen, W. (1997). Effect of nonlinear temperature gradient on curling stress in concrete pavements. Transportation Research Record: Journal of the Transportation Research Board, 1568, 65–71. doi: 10.3141/1568-08
- Teller, L. W., & Sutherland, E. C. (1935). The structural design of concrete pavements: Part 2-observed effects of variations in temperature and moisture on the size, shape, and stress resistance of concrete pavement slabs. Public Roads, 16(9), 169–200.
- Wei, Y., Gao, X., & Hansen, W. (2013). Influential depth by water absorption and surface drying in concrete slabs. Transportation Research Record: Journal of the Transportation Research Board, 2342, 76–82. doi: 10.3141/2342-09
- Westergaard, H. M. (1926). Analysis of stresses in concrete pavement due to variations of temperature. Proceedings Highway Research Board, 6, 201–215.
- Yu, H. T., Khazanovich, L., Darter, M. I., & 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, 94–101. doi: 10.3141/1639-10
- Zapata, C. E., Andrei, D., Witczak, M. W., & Houston, W. N. (2007). Incorporation of environmental effects in pavement design. Road Materials and Pavement Design, 8(4), 667–693. doi: 10.1080/14680629.2007.9690094