水泥混凝土路面板湿度梯度模拟与分析

高翔, 魏亚

高翔, 魏亚. 水泥混凝土路面板湿度梯度模拟与分析[J]. 工程力学, 2014, 31(8): 183-188. DOI: 10.6052/j.issn.1000-4750.2013.03.0225
引用本文: 高翔, 魏亚. 水泥混凝土路面板湿度梯度模拟与分析[J]. 工程力学, 2014, 31(8): 183-188. DOI: 10.6052/j.issn.1000-4750.2013.03.0225
GAO Xiang, WEI Ya. MODELING AND ANALYSIS OF MOISTURE GRADIENTS IN CONCRETE PAVEMENTS[J]. Engineering Mechanics, 2014, 31(8): 183-188. DOI: 10.6052/j.issn.1000-4750.2013.03.0225
Citation: GAO Xiang, WEI Ya. MODELING AND ANALYSIS OF MOISTURE GRADIENTS IN CONCRETE PAVEMENTS[J]. Engineering Mechanics, 2014, 31(8): 183-188. DOI: 10.6052/j.issn.1000-4750.2013.03.0225

水泥混凝土路面板湿度梯度模拟与分析

基金项目: 国家自然科学基金项目(51108246); 交通运输部西部交通科技项目(2011318223710); 云南省交通厅科技项目(云交科2013(A)06,(C)02)
详细信息
    作者简介:

    高翔(1988―),男,山西人,硕士生,主要从事结构材料及道路工程研究(E-mail: gaoxiang0601@gmail.com).

    通讯作者:

    魏亚(1976―),女,河南人,副教授,博士,主要从事结构材料及道路工程研究(E-mail: yawei@mail.tsinghua.edu.cn).

MODELING AND ANALYSIS OF MOISTURE GRADIENTS IN CONCRETE PAVEMENTS

  • 摘要: 水泥混凝土路面板在湿度梯度影响下会发生翘曲变形,若与荷载耦合会导致早期结构性断裂。由于缺乏对混凝土路面板内部湿度梯度分布进行量化分析的有效方法,在路面设计中往往不考虑湿度梯度的影响,从而忽略了引起板早期破坏的一个重要因素。该文基于板内湿度分布是外界环境影响和混凝土内部自干燥的耦合作用结果,考虑水灰比、环境湿度和混凝土内部水分传输性质等影响因素,提出了混凝土板内湿度梯度定量分析方法,对典型情况下板内湿度梯度进行模拟,并与实测湿度数据比较。采用等效温度梯度ΔTe定量比拟湿度梯度,以分析其对板翘曲变形和应力的影响。研究结果可以为设计、铺筑长寿命路面提供参考依据。
    Abstract: Combined effects from truck loading and warping due to moisture gradient can cause cracking in concrete pavements. Lack of comprehensive knowledge on moisture properties hampers the proper evaluation and accurate calculation of moisture effects in pavement design. This paper discusses the influence of water-cement ratio, environmental humidity and water transport properties on moisture distribution in concrete slabs, and describes the processes of external drying, absorption and self-desiccation. A model is proposed to simulate the moisture gradient distribution along slab depth and compared with experimental measurements. The equivalent temperature gradient ΔTe is used to mimic the moisture gradient and to calculate its effect on warping. The results of this study can provide insights and a valuable reference for the design and construction of perpetual pavements.
  • [1] 姚祖康. 水泥混凝土路面设计理论和方法[M]. 北京: 人民交通出版社, 2003: 193―195. Yao Zukang. Concrete pavement design theory and method [M]. Beijing: China Communication Press, 2003: 193―195.. (in Chinese)
    [2] Suprenant B A. Why slabs curl-part II: Factors affecting the amount of curling [J]. Concrete International, American Concrete Institute, 2002, 24(4): 59―64.
    [3] JTG D40-2011, 公路水泥混凝土路面设计规范[S]. 北京: 人民交通出版社, 2011.[3] JTG D40-2011, Specifications of cement concrete pavement design for highways [S]. Beijing: China communication Press, 2011. (in Chinese)
    [4] Bentz D P, Ehlen M A, Ferraris C F, Garboczi E J. Sorptivity based service life predictions for concrete pavements [C]. Orlando, Florida, USA: Proceedings of the 7th International Conference on Concrete Pavements, 2001: 181―193.
    [5] 魏亚. 水泥混凝土路面板湿度翘曲形成机理及变形计算[J]. 工程力学, 2012, 29(11): 266―271. Wei Ya. Mechanism of moisture warping and deformation calculations in concrete pavements [J]. Engineering Mechanics, 2012, 29(11): 266―271. (in Chinese)
    [6] Bazant Z P, Najjar L J. Nonlinear water diffusion in nonsaturated concrete [J]. Material and Structures, 1972, 5(25): 3―20.
    [7] Hall C. Water sorptivity of mortars and concretes: A review [J]. Magazine of Concrete Research, 1989, 41(147): 51―61.
    [8] Lockington D A, Parlange J Y. Anomalous water absorption in porous materials [J]. Journal of Physics D: Applied Physics, 2003, 36(3): 760―767.
    [9] Nielsen L F. Moisture sorption in porous materials [M]. Technical University of Denmark, 2007: 2―3.
    [10] ASTM 1585-04, Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes [S]. West Conshohocken, PA: ASTM International, 2011.
    [11] Wong S F, Wee T H, Swaddiwudhipong S. Study of water movement in concrete [J]. Magazine of Concrete Research, 2011, 53(3): 205―220.
    [12] Jensen O M. Thermodynamic limitation of self-desiccation [J]. Cement and Concrete Research, 1995, 25(1): 157―164.
    [13] Nilsson L O, Mjornell K A. Macro-model for self-desiccation in high performance concrete [R]. Gaithersburg, Maryland, USA: Report TVBM-3126, Proceedings of the Fourth International Research Seminar on Self-Desiccation and its Importance in Concrete Technology, 2005: 49―66.
    [14] 陆金甫, 顾丽珍, 陈景良. 偏微分方程差分方法[M]. 北京: 高等教育出版社, 1988: 259―261.[14] Lu Jinfu, Gu Lizhen, Chen Jingliang. Difference method for partial differential equations [M]. Beijing: Higher Education Press, 1988: 259―261. (in Chinese)
    [15] Springenschmid R, Plannerer M. Experimental research on the test methods for surface cracking of concrete [M]. Technical University Munich, Germany: Institute for Building Materials, 2001.
    [16] Wei Ya, Hansen W. Characteristic of moisture transport and its effect on deformations in jointed plain concrete pavement [J]. Journal of the Transportation Research Board, 2011, 2240(1): 9―15.
计量
  • 文章访问数:  311
  • HTML全文浏览量:  37
  • PDF下载量:  78
  • 被引次数: 0
出版历程
  • 收稿日期:  2013-03-18
  • 修回日期:  2013-11-14
  • 刊出日期:  2014-08-24

目录

    /

    返回文章
    返回