MAO Cheng, QIU Yan-jun. 3-D numerical analysis of influence of layer modulus on structural responses of asphalt pavements[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 35-39.
Citation: MAO Cheng, QIU Yan-jun. 3-D numerical analysis of influence of layer modulus on structural responses of asphalt pavements[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 35-39.

3-D numerical analysis of influence of layer modulus on structural responses of asphalt pavements

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  • Author Bio:

    MAO Cheng(1973-), male, a doctoral student of Southwest Jiaotong University, engaged in research of integrated design theory of roadbed and pavement structure

  • Received Date: 2002-07-28
  • Publish Date: 2003-03-25
  • At present, influence of layer modulus on structural responses of asphalt pavements is analyzed using general Burmister theory. However, pavement responses under axle loading is three dimensional (3D) in nature. Using 3-D numerical simulation, this paper reports the impact of pavement structural module on pavement surface deflection, compressive stress and tensile stress at the bottom of surface and base respectively. The results indicate that the higher layer modulus are, the lower surface deflectiones, the higher base's module can result in great vertical compressive stress at asphalt layer, and the higher subgrade's module can result in lower tensile stress at the bottom of base. The analysis results have great value to design and construction of asphalt pavements.

     

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  • [1] JTJ014-1997, 公路沥青路面设计规范[S].
    [2] 沙庆林. 高速公路沥青路面早期破坏现象及防治[M]. 北京: 人民交通出版社, 2001.
    [3]
    YANG Qun, HUANG Xiaoming. Influence of road base's module on pavement performance[J]. Journal of Southeast University(Natural Science Edition), 2001, 36(4): 81-83. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX200104018.htm
    [4]
    LING Jian-ming, WU Hong-bo, XU Fei-long. Responses of asphalt pavement to layer-built characteristics of lime-flyash concrete as base course[J]. Journal of Tongji University (Natural Science Edition), 2002, 30 (3): 292-295. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200203010.htm
    [5]
    Baoshan Huang, Louay N Mohammad, Masood Rasoulian. 3-D numerical simulation of asphalt pavement at Louisiana accelerated loading facility(ALF)[A]. In 80th Annual Meeting (CD-ROM)[C]. TRB, National Research Council, Washington, D.C., 2001.
    [6]
    Tunwin Svasdisant, Michael Schorsch, Gilbert Y Baladi. Mechanistic analysis of top-down cracks in asphalt pavements[A]. In 81st Annual Meeting (CD-ROM)[C]. TRB, National Research Council, Washington, D.C., 2002.
    [7]
    Sam Helwany, John Dyer, Joe Leidy. Finite element analysis of flexible pavements[J]. J. Transp. Engrg., ASCE, 1998, 124 (5): 491-499. doi: 10.1061/(ASCE)0733-947X(1998)124:5(491)
    [8]
    Raj V Siddharthan, Jian Yao, Peter E Sebaaly. Pavement strain from moving dynamic 3D load distribution[J]. J. Transp. Engrg., ASCE, 1998, 124(6): 557-565. doi: 10.1061/(ASCE)0733-947X(1998)124:6(557)
    [9] 陆辉. 轮载作用下沥青路面结构三维非线性有限元分析方法的研究[D]. 上海: 同济大学, 2001.
    [10]
    SUN Li-jun ZHANG Hong-chao, LIU Li-ping, et al. Characteristics and mechanism of initial failures on asphalt pavementdesign method for heavy-duty road (part 1)[J]. Journal of Tongji University (Natural Science Edition), 2002, 30 (4): 416-421. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200204006.htm
    [11]
    Reid M D, Imbabi M S, Coutellier D. Effects of joint geometry on response of asphaltic plug joints[J]. J. Transp. Engrg., ASCE, 1998, 124(4): 311-318.
    [12] 四川省交通厅公路规划勘测设计研究院. 成都绕城高速公路西段设计报告[R]. 成都: 四川省交通厅公路规划勘测设计研究院, 1998.

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