环氧沥青道面高温足尺加速加载动力响应
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同济大学道路与交通工程教育部重点实验室,同济大学道路与交通工程教育部重点实验室,同济大学道路与交通工程教育部重点实验室

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U416.1

基金项目:

后勤科研项目:军用机场环氧沥青混凝土道面成套技术研究与应用


Acceleration Load Dynamic Response of Full scale Epoxy Asphalt Pavement under the Condition of High Temperature
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    摘要:

    利用MLS66加速加载试验系统对某军用机场试验段2种典型的环氧沥青道面进行足尺加速加载试验.考虑到高温环境影响,将道面加热至60℃,研究2种道面的环氧沥青面层以及沥青混凝土下卧层的动力响应特性.环氧沥青面层响应在加载初期均为拉压交替变化,而加载后期半刚性基层道面以拉应变为主,复合道面以压应变为主;沥青混凝土层均以压应变为主.通过响应结果分析可知,在高温条件下受沥青黏弹性和流变性影响,道面的力学行为和状态随加载次数的增加发生变化;不同力学响应导致环氧沥青道面结构高温条件破坏机理不同,因而设计控制指标亦不同,复合道面控制压应变,半刚性基层道面控制拉应变.

    Abstract:

    Full scale tests of two kinds of epoxy asphalt pavement structure were carried out using MLS66 accelerated pavement test system at a test section of military airport. Considering high temperature environment, the pavement was heated to 60℃. Dynamic response characteristics was studied under the epoxy asphalt layer and asphalt concrete layer of two pavement structures. Dynamic response of epoxy asphalt layer is in the alternative state of tensile strain and compressive strain at the beginning of the loading, but is the tensile strain for semi rigid base pavement and is the compressive strain for semi rigid base pavement at middle and later periods of the loading. Asphalt concrete layers are predominantly compressive strain. Response analysis shows that mechanical behavior and state of pavement changed with the increase of loading times because of viscoelastic and rheological property of bitumen under the high temperature condition; Different mechanical response of epoxy asphalt pavement structural bring about different failure mechanism under high temperature condition, thus design control indexes are also different. Compressive strain should be controlled for composite pavement and tensile strain should be controlled for semi rigid base level.

    参考文献
    [1] 乐建新. 机场水泥混凝土道面开裂机理理论研究[D]. 南京: 南京航空航天大学, 2008.Study on the mechanism of crack generating of cement. concrete airport pavement[D]. Nanjing: Nanjing University of Aeronautics and Astronautics. 2008 .
    [2] 刘文. 机场沥青道面设计指标及方法研究[D]. 上海:同济大学, 2006.Liu Wen. Study on design indexes and methods for asphalt airport pavement[D]. Shanghai: Tongji University, 2006.
    [3] Joseph A H. Behavior of Epoxy-Asphalt Airfield Pavements, 1963 Inspections[R]. Army Engineer Water Ways Experiment Station VICKSBURG MS, 1965.
    [4] Peiliang C, Jianying Y, Shuanfa C. Effects of epoxy resin contents on the rheological properties of epoxy‐asphalt blends [J]. Journal of applied polymer science, 2010, 118(6): 3678-3684.
    [5] Naveet Garg, Gordon F. Hayhoe. Asphalt Concrete Strain Responses at High Loads and Low Speeds at the National Airport Pavement Test Facility (NAPTF). ASCE: Advancing Airfield Pavements, 2001, 1~14.
    [6] Gordon F. Hayhoe, Robert Cornwell, Naveet Garg. Slow Rolling Response Test on the Test Pavement at the National Airport Pavement Test Facility (NAPTF). ASCE: Advancing Airfield Pavements, 2001, p15~29.
    [7] AL-QADI I L, LOULIZI A, ELSEIFI M, et al. The Virginia Smart Road: the Impact of Pavement Instrumentation on Understanding Pavement Performance [J]. Journal of the Association of Asphalt Paving Technologists, 2004,73:427-465.
    [8] PRIEST A L,TIMM D H.A Full-scale Pavement Structural Study for Mechanistic-empirical Pavement Design[J].Journal of the Association of Asphalt Paving Technologists, 2005,74:519-557.
    [9] IMMANUEL S,TIMM D H. Measured and Theoretical Pressures in Base and Subgrade Layers Under Dynamic Truck Loading[C]//ASCE. Proceedings of 2006 Airfield and Highway Pavements Specialty Conference. Reston: ASCE, 2006:155-166.
    [10] QI X C,MITCHELL T,GIBSON N, et al. Pavement Response from the Full-scale Accelerated Performance Testing for Superpave and Structural Validation[C]//HUANG B S, MEIER R,PROZZI J, et al. Pavement Mechanics and Performance-Geo Shanghai International Conference Reston: ASCE, 2006:75-86.
    [11] 管志光, 庄传仪, 林明星. 足尺沥青混凝土路面加速加载动力响应[J]. 交通运输工程学报,2012,4. 12(2): 24-31Guan Zhiguang, Zhuang Chanyi, Lin Mingxing. Accelerated loading dynamic response of full scale asphalt concrete pavement [J]. Journal of Traffic and transportation engineering, 2012,4. 12(2): 24-31
    [12] 董忠红,徐全亮,吕彭民.基于加速加载试验的半刚性基层沥青路面动[J]. 中国公路学报,2011, 3. 24(2):1-5Dong Zhonghong, Xu Quanling, Lu Pengming. Dynamic response of semi-rigid base asphalt pavement based on accelerated pavement test[J]. China Journal of Highway and Transport, 2011, 3. 24(2):1-5 .
    [13] 凌建明, 刘文, 赵鸿铎. 大型军用飞机多轮荷载作用下水泥混凝土道面结构响应分析[J]. 土木工程学报, 2007,4. 40(4):60-65.Lin Jianmin, Liu Wen, Zhao Hongduo Mechanical responses of rigid airport pavement to multiple-gear military aircraft loadings [J]. China Civil Engineering JournalS, 2007,4. 40(4):60-65.
    [14] 赵鸿铎.适应大型飞机的沥青道面交通荷载分析方法及参数的研究[D]. 上海:同济大学, 2006.Zhao Hongduo.New generation large aircraft oriented load analysis method and parameters for asphalt pavement design [D]. Shanghai: Tongji University, 2006.
    [15] 王辉、李雪连、张起森. 高温重载作用下沥青路面车辙研究[J]. 土木工程学报, 2009,5. 42(5):139-144.Wang Hui, Li Xuelian,Zhang Qisen. Rutting in asphalt pavement under heavy load and high temperature[J]. China Civil Engineering Journal, 2009,5. 42(5): 139-144.
    [16] 庄传仪. 基于加速加载响应的柔性基层沥青路面设计指标与参数研究[D]. 西安,长安大学,2012.Zhuang Chuanyi . Structural Design Indexes and Parameters for Flexible Base Asphalt Pavement based on Accelerated Pavement Testing. Xi’an: Chang’an University,2012.
    [17] 姚祖康. 沥青路而结构设计[M]. 北京: 人民交通出版社2011.YAO Zukang. Structural design of asphalt pavements [M]. Beijing: China Communications Press, 2011. (in Chinese)
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冉武平,凌建明,赵鸿铎.环氧沥青道面高温足尺加速加载动力响应[J].同济大学学报(自然科学版),2015,43(12):1823~1828

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  • 收稿日期:2014-11-18
  • 最后修改日期:2015-10-28
  • 录用日期:2015-08-31
  • 在线发布日期: 2015-12-28
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