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Articles

Modelling the effect of plastic sheet curing on early age temperature development in concrete pavement

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Pages 559-570 | Received 21 Jun 2017, Accepted 14 Jul 2018, Published online: 26 Jul 2018

References

  • 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. doi: 10.3141/2456-10
  • ASHRAE Handbook, 2001. Fundamentals. Atlanta, GA: American Society of Heating, Refrigerating and Air Conditioning Engineers, 111.
  • ASTM C171, 2007. Standard specification for sheet materials for curing concrete. ASTM International.
  • Bentz, D. P., 2000. A computer model to predict the surface temperature and time-of-wetness of concrete pavements and bridge decks. Washington, DC: U.S. Department of Commerce, National Institute of Standards and Technology, Internal Report 6551.
  • CIMS, 1988. Computer interactive maturity system, operating manual. Pittsburgh, PA: Digital Site Systems Inc.
  • De Castro, C.A., and Rey, O.P., 2011. Numerical study on transient heat transfer under soil with plastic mulch in agriculture applications using a nonlinear finite element model. arXiv preprint arXiv:1110.1690.
  • Dempsey, B.J., Herlach, W.A., and Patel, A.J., 1986. Climatic-material-structural pavement analysis program. Transportation Research Record: Journal of the Transportation Research Board, 1095, 111–123.
  • De Schutter, G., and Taerwe, L., 1995. General hydration model for Portland cement and blast furnace slag cement. Cement and Concrete Research, 25 (3), 593–604. doi: 10.1016/0008-8846(95)00048-H
  • Gui, J., et al., 2007. Impact of pavement thermophysical properties on surface temperatures. Journal of Materials in Civil Engineering, 19 (8), 683–690. doi: 10.1061/(ASCE)0899-1561(2007)19:8(683)
  • Ham, J.M., and Kluitenberg, G.J., 1994. Modeling the effect of mulch optical properties and mulch-soil contact resistance on soil heating under plastic mulch culture. Agricultural and Forest Meteorology, 71 (3), 403–424. doi: 10.1016/0168-1923(94)90022-1
  • Ham, J.M., Kluitenberg, G., and Lamont, W., 1993. Optical properties of plastic mulches affect the field temperature regime. Journal of the American Society for Horticultural Science, 118 (2), 188–193. doi: 10.21273/JASHS.118.2.188
  • Han, R., Jin, X., and Glover, C.J., 2011. Modeling pavement temperature for use in binder oxidation models and pavement performance prediction. Journal of Materials in Civil Engineering, 23 (4), 351–359. doi: 10.1061/(ASCE)MT.1943-5533.0000169
  • Levinson, R., and Akbari, H., 2002. Effects of composition and exposure on the solar reflectance of Portland cement concrete. Cement and Concrete Research, 32 (11), 1679–1698. doi: 10.1016/S0008-8846(02)00835-9
  • Mahrer, Y., 1979. Prediction of soil temperatures of a soil mulched with transparent polyethylene. Journal of Applied Meteorology, 18 (10), 1263–1267. doi: 10.1175/1520-0450(1979)018<1263:POSTOA>2.0.CO;2
  • Mahrer, Y., 1980. A numerical model for calculating the soil temperature regime under transparent polyethylene mulches. Agricultural Meteorology, 22 (3), 227–234. doi: 10.1016/0002-1571(80)90003-5
  • Mahrer, Y., et al., 1984. Temperature and moisture regimes in soils mulched with transparent polyethylene. Soil Science Society of America Journal, 48 (2), 362–367. doi: 10.2136/sssaj1984.03615995004800020028x
  • McAdams, W.H., 1954. Heat transmission. New York: McGraw-Hill.
  • McCullough, B.F., and Rasmussen, R. O., 1999. Fast-track paving: concrete temperature control and traffic opening criteria for bonded concrete overlays volume I. FHWA, US Department of Transportation, Final Report.
  • Nam, J.H., 2005. Early-age behavior of CRCP and its implications for long-term performance. Doctoral dissertation.
  • Narasimhan, T.N., 1999. Fourier's heat conduction equation: history, influence, and connections. Reviews of Geophysics, 37 (1), 151–172. doi: 10.1029/1998RG900006
  • Ren, Dongya, 2015. Optimisation of the crack pattern in continuously reinforced concrete pavements. Doctoral Dissertation. Delft University of Technology.
  • Ren, Dongya, and Houben, L.J.M., 2014. An early age concrete pavement temperature prediction model. 8th International DUT-Workshop on Research and Innovations for Design of Sustainable and Durable Concrete Pavements. Prague.
  • Ren, Dongya, Houben, L.J.M., and Rens, Luc, 2012. Monitoring early-age cracking of continuously reinforced concrete pavements on the E17 at Ghent (Belgium). 2nd International Conference on Sustainable Construction Materials: Design, Performance and Application, ASCE, Wuhan.
  • Ruiz, J.M., et al., 2006. Computer-based guidelines for concrete pavements, volume III: technical appendices. FHWA-HRT-04-127, Washington, DC: Federal Highway Administration.
  • Schindler, A.K., Dossey, T., and McCullough, B.F., 2002. Temperature control during construction to improve the long term performance of Portland cement concrete pavements. Austin, TX: Center for Transportation Research, The University of Texas.
  • Suh, Y.C., Hankins, K.D., and McCullough, B.F., 1992. Early-age behavior of continuously reinforced concrete pavement and calibration of the failure prediction model in the CRCP-7 Program. Austin, TX: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin.
  • Sui, H.-J., and Zeng, D.-C., 1992. A numerical model for simulating the temperature and moisture regimes of soil under various mulches. Agricultural and Forest Meteorology, 61 (3), 281–299. doi: 10.1016/0168-1923(92)90054-8
  • Thompson, M.R., et al., 1987. Characterizing temperature effects for pavement analysis and design. Transportation Research Record: Journal of the Transportation Research Board, 1121, 14–22.
  • Walton, G.N., 1983. Thermal analysis research program reference manual. Washington, DC: U.S. Department of Commerce, National Bureau of Standards.
  • Wu, Y., Perry, K.B., and Ristaino, J.B, 1996. Estimating temperature of mulched and bare soil from meteorological data. Agricultural and Forest Meteorology, 81 (3–4), 299–323. doi: 10.1016/0168-1923(95)02320-8
  • Yang, S., 1996. A temperature prediction model in new concrete pavement and a new test method for concrete fracture pavements. Doctoral Dissertation, Texas A&M University, College Station, TX.
  • Ye, D., 2007. Early age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior. Doctoral Dissertation, Texas A&M University, College Station, TX.

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