Volume 40 Issue 4
Apr.  2014
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Zhang Xianmin, Xue Huaxin, Dong Qian, et al. Influencing depth under aircraft loads of runway[J]. Journal of Beijing University of Aeronautics and Astronautics, 2014, 40(4): 427-432. doi: 10.13700/j.bh.1001-5965.2013.0300(in Chinese)
Citation: Zhang Xianmin, Xue Huaxin, Dong Qian, et al. Influencing depth under aircraft loads of runway[J]. Journal of Beijing University of Aeronautics and Astronautics, 2014, 40(4): 427-432. doi: 10.13700/j.bh.1001-5965.2013.0300(in Chinese)

Influencing depth under aircraft loads of runway

doi: 10.13700/j.bh.1001-5965.2013.0300
  • Received Date: 29 May 2013
  • Publish Date: 20 Apr 2014
  • In view of the current situation that the relationship among the influencing depth, the pavement structural parameters, the configuration of landing gear and take-off ground speed was not taken into consideration by the present rigid pavement, a finite element model of 45 m×15 m×10 m was built by means of the ANSYS software. The influencing depth of B737-800 under dynamic loads in some conditions with different parameters, including the thickness and modulus of surface and base and soil matrix layers, was calculated. Compared with other 4 aircraft types, the results were used to analyze the influence of the configuration of landing gear. At the same time, the dynamic curve related to the influencing depth during the period of B737-800's take-off was obtained. The results show that the influencing depth decreases linearly with the increase of thickness and modulus of surface and base layers, whereas increases quadratically with the increase of modulus of soil matrix which is most sensitive to the influencing depth. Besides, the configuration of landing gear makes a great contribution to the influencing depth. During the take-off period, the influencing depth changes non-linearly with a slight increase at the beginning and then a sharp decrease. The study provides the theoretical basis and reference to the selection of the structural parameters of pavement and maintenance of pavement in airports.

     

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  • [1]
    朱照宏, 王秉刚, 郭大智.路面力学计算[M].北京:人民交通出版社, 1985 Zhu Zhaohong, Wang Binggang, Guo Dazhi.Cmputational mechanics of pavement[M].Beijing:China Communication Press, 1985(in Chinese)
    [2]
    仇敏玉, 俞亚南.道路行车荷载响应深度分析[J].岩土力学, 2010, 31(6):1822-1826 Qiu Minyu, Yu Yanan.Analysis of influence depth for roads induced by vehicle load[J].Rock and Soil Mechanics, 2010, 31(6):1822-1826(in Chinese)
    [3]
    Joshi A P, Mehta Y A.Load transfer efficiency of rigid airfield pavement relationship to design thickness and temperature curling[J].Transportation Research Record, 2012(23):68-74
    [4]
    Loizos A, Charonitis G, Katsoulas P.Rating the aircraft load and reporting the bearing capacity of rigid airport pavements[J].Road Materials and Pavement Design, 2006, 7(3):349-367
    [5]
    赵俊明, 刘松玉, 石名磊, 等.交通荷载作用下低路堤动力特性试验研究[J].东南大学学报:自然科学版, 2007, 37(5): 921-925 Zhao Junming, Liu Songyu, Shi Minglei, et al.Experimental study on dynamic response of low embankment under traffic load[J].Journal of Southeast University:Natural Science Edition, 2007, 37(5):921-925(in Chinese)
    [6]
    吕耀志, 董倩, 胡春飞.跑道动荷载与国际平整度指数关系研究[J].中外公路, 2013, 33(3):74-77 LÜ Yaozhi, Dong Qian, Hu Chunfei.A study on the change law between dynamic load of pavement and IRI[J].Journal of China & Foreign Highway, 2013, 33(3):74-77(in Chinese)
    [7]
    钱翼稷.空气动力学[M].北京:北京航空航天大学出版社, 2004 Qian Yingji.Aerodynamics[M].Beijing:Beihang University Press, 2004(in Chinese)
    [8]
    张甲峰.长期往复荷载下分层地基基础板的沉降分析[D].上海:同济大学, 2008 Zhang Jiafeng.Settlement analysis of plate-layered soil systems under long-term repeated loading[D].Shanghai:Tongji University, 2008(in Chinese)
    [9]
    李洪亮, 王晓华, 沈可.天津滨海新区重载交通工作区深度的分析[J].土木工程学报, 2011, 44(增刊):158-161 Li Hongliang, Wang Xiaohua, Shen Ke.Analyses of the working depth of the heavy vehicle loads in Tianjin Binhai New Area[J].China Civil Engineering Journal, 2011, 44(S1):158-161(in Chinese)
    [10]
    黎冰, 高玉峰, 魏代现, 等.车辆荷载的影响深度及其影响因素的研究[J].岩土力学, 2005, 26(增刊):310-313 Li Bing, Gao Yufeng, Wei Daixian, et al.Research on influencing depth of vehicle loads and its influencing factors[J].Rock and Soil Mechanics, 2005, 26(S1):310-313(in Chinese)
    [11]
    MH/T5004—2010 民用机场水泥混凝土道面设计规范[S] MH/T5004—2010 Specifications for airport cement concrete pavement design[S](in Chinese)
    [12]
    MH/T5024—2009 民用机场道面评价管理技术规范[S] MH/T5024—2009 Technical specifications for aerodrome pavement evaluation and management[S](in Chinese)
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