Daily Cycles of Temperature-Independent Curvature in Jointed Plain Concrete Pavements

被引:5
作者
Alland, Kevin D. [1 ]
Vandenbossche, Julie M. [2 ]
de Sousa, Alexandre Melo [3 ]
机构
[1] Univ Pittsburgh, Dept Civil & Environm Engn, 713 Benedum Hall, Pittsburgh, PA 15261 USA
[2] Univ Pittsburgh, Dept Civil & Environm Engn, 705 Benedum Hall, Pittsburgh, PA 15261 USA
[3] Univ Fed Bahia, Av Euclydes da Cunha 216, Salvador, BA, Brazil
关键词
Concrete pavement; Curling; Warping; Slab curvature; Drying shrinkage;
D O I
10.1061/JTEPBS.0000042
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Curvature due to temperature curling and moisture warping has a large effect on the performance and assessment of jointed plain concrete pavements (JPCP). Accurate curvature prediction can improve the design and evaluation of these structures. Daily changes in curvature are often assumed to be solely dependent on the temperature. However, data from instrumented slabs indicate that a hysteresis loop occurs on the equivalent linear temperature gradient (ELTG) versus curvature plot. A method is introduced to characterize the hysteresis loop by a characteristic height. This parameter is found to follow long-term and seasonal patterns. The characteristic height is correlated to the amplitude of the daily relative humidity cycle, indicating that the hysteresis loop may be affected by daily moisture movement within the slab. A method is introduced to identify the components of strain independent of temperature and restraint. These temperature-independent and restraint-independent strains are used to probe the long-term and seasonal changes in the hysteresis behavior. (C) 2017 American Society of Civil Engineers.
引用
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页数:8
相关论文
共 19 条
  • [1] *ARA, 2004, GUID MECH EMP DES NE
  • [2] Effects of Temperature and Moisture Gradients on Slab Deformation for Jointed Plain Concrete Pavements
    Asbahan, Rania E.
    Vandenbossche, Julie M.
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING, 2011, 137 (08) : 563 - 570
  • [3] Burnham T., 2001, 7 INT C CONCR PAV OR
  • [4] Burnham T., 2001, Construction Report For MN/ROAD PCC Test Cells 32, 52, and 53
  • [5] FHWA (Federal Highway Administration), 2016, LONG TERM PAV PERF D
  • [6] Janssen D.J., 2000, Journal of Infrastructure Systems, V6, P81, DOI [10.1061/(asce)1076-0342(2000)6:2(81), DOI 10.1061/(ASCE)1076-0342(2000)6:2(81)]
  • [7] Jeong J.-H., 2001, 7 INT C CONCR PAV OR
  • [8] Environmental effects on the behavior of jointed plain concrete pavements
    Jeong, JH
    Zollinger, DG
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING, 2005, 131 (02) : 140 - 148
  • [9] Khazanovich L., 2003, EVALUATION JOINT CRA
  • [10] McCracken J. K., 2008, S R 22 SMART PAVEMEN