|Table of Contents|

Characteristic and control method of early-age temperature field for cement concrete pavement(PDF)

《交通运输工程学报》[ISSN:1671-1637/CN:61-1369/U]

Issue:
2013年05期
Page:
1-9
Research Field:
道路与铁道工程
Publishing date:

Info

Title:
Characteristic and control method of early-age temperature field for cement concrete pavement
Author(s):
HU Chang-bin SUN Zeng-hua WANG Li-juan
School of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China
Keywords:
road engineering cement concrete pavement early-age temperature field characteristic construction control built-in temperature
PACS:
U416.216
DOI:
-
Abstract:
The control principles of early-age temperature field were put forward based on the temperature stress, built-in basic temperature,built-in temperature difference and curing temperature of cement concrete pavement. The specialized early-age temperature field numerical simulation program of cement concrete pavement was used, the sensitivities and influencing characteristics of pavement early-age temperature field parameters were researched, and the effectivenesses of pavement early-age temperature field control measures were evaluated. Analysis result shows that compared with material parameters, environment construction parameters are major factors effecting pavement early-age temperature characteristics. Appropriate paving time and environment condition may change the temperature difference between the top and the bottom of slab more than 20 ℃. Proper curing methods and curing materials may reduce the temperature of pavement more than 12 ℃. Concrete paving temperature, water cement ratio and cement content significantly effect built-in basic temperature. For specific temperature control target, the sensitivities of influencing parameters are not the same, field pavement early-age temperature simulation should be combined to balance the effects of control measures. 5 tabs, 18 figs, 15 refs.

References:

[1] SCHINDLER A K, DOSSEY T, MCCULLOUGH B F. Temperature control during construction to improve the long term performance of Portland cement concrete pavements[R]. Austin: The University of Texas at Austin, 2002.
[2] SCHINDLER A K, RUIZ J M, RASMUSSEN R O, et al. Concrete pavement temperature prediction and case studies with the FHWA HIPERPAV models[J]. Cement and Concrete Composites, 2004, 26(5): 463-471.
[3] YI S T, MOON Y H, KIM J K. Long-term strength prediction of concrete with curing temperature[J]. Cement and Concrete Research, 2005, 35(10): 1961-1969.
[4] RAO C, BARENBERG E J, SNYDER M B, et al. Effects of temperature and moisture on the response of jointed concrete pavements[C]∥International Society for Concrete Pavements. 7th International Conference on Concrete Pavements. Orlando: International Society for Concrete Pavements, 2001: 23-38.
[5] KUO C M. Effective temperature differential in concrete pavements[J]. Journal of Transportation Engineering, 1998, 124(2): 112-116.
[6] ASBAHAN R E, VANDENBOSSCHE J M.Effects of tem-perature and moisture gradients on slab deformation for jointed plain concrete pavements[J]. Journal of Transportation Engineering, 2011, 137(8): 563-570.
[7] NASSIRI S. Establishing permanent curl/warp temperature gradient in jointed plain concrete pavements[D]. Pittsburgh: University of Pittsburgh, 2011.
[8] WADE S A, NIXON J M, SCHINDLER A K, et al. Effect of temperature on the setting behavior of concrete [J]. Journal of Materials in Civil Engineering, 2010, 22(3): 214-222.
[9] ANDERSEN P J, ANDERSEN M E, WHITING D. A guide to evaluating thermal effects in concrete pavements[R]. Washington DC: National Research Council, 1992.
[10] YE D. Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior[D]. College Station: Texas A&M University, 2007.
[11] 王 燕,陈玉香,凌道盛,等.桐柏电站混凝土基础水化热温度场有限元分析[J].岩石力学与工程学报,2007,26(增1):3266-3270. WANG Yan, CHEN Yu-xiang, LING Dao-sheng, et al. Finite element analysis of hydration heat temperature field in concrete foundation of Tongbai power station[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S1): 3266-3270.(in Chinese)
[12] 刘杏红,周创兵,常晓林,等.大体积混凝土温度裂缝扩展过程模拟[J].岩土力学,2010,31(8):2666-2670,2676. LIU Xing-hong, ZHOU Chuang-bing, CHANG Xiao-lin, et al. Simulation of mass concrete temperature cracking propagation process[J]. Rock and Soil Mechanics, 2010, 31(8): 2666-2670, 2676.(in Chinese)
[13] 胡昌斌,金王杰,孙增华.水泥混凝土路面早龄期温度场数值模拟研究[J].工程力学,2013,30(4):175-183. HU Chang-bin, JIN Wang-jie, SUN Zeng-hua. Numerical simulation of early-age temperature of cement concrete pavement[J]. Engineering Mechanics, 2013, 30(4): 175-183.(in Chinese)
[14] VANDENBOSSCHE J M, MU F, GUTIERREZ J J, et al. An evaluation of the built-in temperature difference input parameter in the jointed plain concrete pavement cracking model of the Mechanistic-Empirical Pavement Design Guide[J]. International Journal of Pavement Engineering, 2011, 12(3): 215-228.
[15] HARIK I E, PEI Jian-ping, SOUTHGATE H, et al. Temperature effects on rigid pavements[J]. Journal of Transportation Engineering, 1994, 120(1): 127-143.

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Last Update: 2013-10-30