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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2016  >  16(1): 63-72
YANG Guo-lin, QIU Ming-ming, YANG Xiao, FANG Yi-he. Dynamic characteristics and parameter sensitivities of new cutting subgrade for high-speed railway in expansive soil area[J]. Journal of Traffic and Transportation Engineering, 2016, 16(1): 63-72. doi: 10.19818/j.cnki.1671-1637.2016.01.008
Citation: YANG Guo-lin, QIU Ming-ming, YANG Xiao, FANG Yi-he. Dynamic characteristics and parameter sensitivities of new cutting subgrade for high-speed railway in expansive soil area[J]. Journal of Traffic and Transportation Engineering, 2016, 16(1): 63-72. doi: 10.19818/j.cnki.1671-1637.2016.01.008
shu

Dynamic characteristics and parameter sensitivities of new cutting subgrade for high-speed railway in expansive soil area

doi: 10.19818/j.cnki.1671-1637.2016.01.008
  • 1.

    School of Civil Engineering, Central South University, Changsha 410075, Hunan, China

  • 2.

    Department of Civil Engineering, Monash University, Clayton 3800, Victoria, Australia

More Information
  • Author Bio:

    YANG Guo-lin (1963-), male, professor, PhD, +86-731-88836045, guoling@mail.csu.edu.cn

  • Received Date: 2015-09-10
  • Publish Date: 2016-02-25
    Abstract
  • The field vibration test of comprehensive experimental section for new cutting subgrade of Yun-Gui High-Speed Railway in expansive soil area was carried out, the 3Dtrack-subgradebase dynamics model was established by adopting the finite difference software FLAC3 D, and the dynamic responses of new cutting subgrade and the factors sensitivity of water-proof structure layer were studied. Analysis result shows that the water-proof layer can accelerate the attenuation of dynamic stress in subgrade, and reduce the dynamic displacement of subgrade surface.Increasing the thickness and elastic modulus of water-proof layer can reduce the dynamic displacement and the dynamic stress of subgrade beneath the water-proof layer, but will increase the dynamic stress of water-proof layer surface.When the position of water-proof layer lowers, the dynamic stress of subgrade surface increases, but the dynamic displacement of subgrade surface hardly changes.It is recommended that the thickness of water-proof layer is not less than 15 cm for the requirements of Code for Design of High Speed Railway(TB 10621—2009).The sensitive factors to the dynamic stress and displacement of subgrade surface and the dynamic stress of base surface are the laying position, elastic modulus and thickness of water-proof layerin the influence order from big to small.Considering the factors'effects on the dynamic responses of subgrade, it is the optimal solution that the laying thickness of water-proof layer is 20 cm, the elastic modulus is 1.0 GPa, and the laying position is the bottom of subgrade surface.

     

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    • References(25)
  • [1]
    ITO M, AZAM S. Engineering characteristics of a glaciolacustrine clay deposit in a semi-arid climate[J]. Bulletin of Engineering Geology and the Environment, 2009, 68(4): 551-557. doi: 10.1007/s10064-009-0229-7
    [2]
    ITO M, AZAM S. Determination of swelling and shrinkage properties of undisturbed expansive soils[J]. Geotechnical and Geological Engineering, 2010, 28(4): 413-422. doi: 10.1007/s10706-010-9301-0
    [3]
    TRIPATHY S, SUBBA RAO K S. Cyclic swell-shrink behaviour of a compacted expansive soil[J]. Geotechnical and Geological Engineering, 2009, 27(1): 89-103. doi: 10.1007/s10706-008-9214-3
    [4]
    冯玉勇, 张永双, 曲永新, 等. 南昆铁路百色盆地膨胀土路堤病害机理研究[J]. 岩土工程学报, 2001, 23(4): 463-467. doi: 10.3321/j.issn:1000-4548.2001.04.017

    FENG Yu-yong, ZHANG Yong-shuang, QU Yong-xin, et al. Mechanism of embankment defects caused by expensive soils in Baise Basin, Nankun Railway[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 463-467. (in Chinese). doi: 10.3321/j.issn:1000-4548.2001.04.017
    [5]
    田海波, 王炳龙, 许恺. 膨胀土区域路堑换填厚度分析[J]. 交通运输工程学报, 2006, 6(2): 22-25. doi: 10.3321/j.issn:1671-1637.2006.02.005

    TIAN Hai-bo, WANG Bing-long, XU Kai. Replacement thickness analysis of cutting in expansive soil area[J]. Journal of Traffic and Transportation Engineering, 2006, 6(2): 22-25. (in Chinese). doi: 10.3321/j.issn:1671-1637.2006.02.005
    [6]
    梁波, 罗红, 孙常新. 高速铁路振动荷载的模拟研究[J]. 铁道学报, 2006, 28(4): 89-94. doi: 10.3321/j.issn:1001-8360.2006.04.018

    LIANG Bo, LUO Hong, SUN Chang-xin. Simulated study on vibration load of high speed railway[J]. Journal of the China Railway Society, 2006, 28(4): 89-94. (in Chinese). doi: 10.3321/j.issn:1001-8360.2006.04.018
    [7]
    ANYAKWO A, PISLARU C, BALL A. A new method for modelling and simulation of the dynamic behaviour of the wheel-rail contact[J]. International Journal of Automation and Computing, 2012, 9(3): 237-247. doi: 10.1007/s11633-012-0640-6
    [8]
    张千里, 韩自力, 吕宾林. 高速铁路路基基床结构分析及设计方法[J]. 中国铁道科学, 2005, 26(6): 53-57. doi: 10.3321/j.issn:1001-4632.2005.06.011

    ZHANG Qian-li, HAN Zi-li, LU Bin-lin. Structural analysis and design method for subgrade bed of high-speed railway[J]. China Railway Science, 2005, 26(6): 53-57. (in Chinese). doi: 10.3321/j.issn:1001-4632.2005.06.011
    [9]
    GAO G Y, CHEN Q S, HE J F, et al. Investigation of ground vibration due to trains moving on saturated multilayered ground by 2.5D finite element method[J]. Soil Dynamics and Earthquake Engineering, 2012, 40(1): 87-98. https://www.sciencedirect.com/science/article/pii/S026772611100323X
    [10]
    TISHIKAWA T, SEKINE E, MIURA S. Cyclic deformation of granular material subjected to moving-wheel loads[J]. Canadian Geotechnical Journal, 2011, 48(5): 691-703. doi: 10.1139/t10-099
    [11]
    COSTA P A, CALCADA R, CARDOSO A S, et al. Influence of soil non-linearity on the dynamic response of high-speed railway track[J]. Soil Dynamics and Earthquake Engineering, 2010, 30(4): 221-235. doi: 10.1016/j.soildyn.2009.11.002
    [12]
    COSTA P A, COLACO A, CALCADA R, et al. Critical speed of railway tracks. Detailed and simplified approaches[J]. Transportation Geotechnics, 2015, 2: 30-46. doi: 10.1016/j.trgeo.2014.09.003
    [13]
    荆志东, 刘俊新. 红层泥岩半刚性基床结构动态变形试验研究[J]. 岩土力学, 2010, 31(7): 2116-2121. doi: 10.3969/j.issn.1000-7598.2010.07.016

    JING Zhi-dong, LIU Jun-xin. Experimental research on dynamic deformations of semi-rigid structures of subgrade bed-mudstone of red beds[J]. Rock and Soil Mechanics, 2010, 31(7): 2116-2121. (in Chinese). doi: 10.3969/j.issn.1000-7598.2010.07.016
    [14]
    CAI Yuan-qiang, CHEN Yao, CAO Zhi-gang, et al. Dynamic responses of a saturated poroelastic half-space generated by a moving truck on the uneven pavement[J]. Soil Dynamics and Earthquake Engineering, 2015, 69: 172-181. doi: 10.1016/j.soildyn.2014.10.014
    [15]
    SUN Hong-lei, CAI Yuan-qiang, XU Chang-jie. Three-dimensional simulation of track on poroelastic half-space vibrations due to a moving point load[J]. Soil Dynamics and Earthquake Engineering, 2010, 30(10): 958-967. doi: 10.1016/j.soildyn.2010.04.007
    [16]
    CAI Yuan-qiang, SUN Hong-lei, XU Chang-jie. Three-dimensional analyses of dynamic responses of track-ground system subjected to a moving train load[J]. Computers and Structures, 2008, 86(7): 816-824. https://www.sciencedirect.com/science/article/pii/S0045794907002404
    [17]
    SHAN Yao, ALBERS B, SAVIDIS S A. Influence of different transition zones on the dynamic response of tracksubgrade systems[J]. Computers and Geotechnics, 2013, 48: 21-28. https://www.sciencedirect.com/science/article/pii/S0266352X12001887
    [18]
    孔祥辉, 蒋关鲁, 李安洪, 等. 基于三维数值模拟的铁路路基动力特性分析[J]. 西南交通大学学报, 2014, 49(3): 406-411. https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201403006.htm

    KONG Xiang-hui, JIANG Guan-lu, LI An-hong, et al. Analysis of dynamic characteristics of railway subgrade based on three dimensional numerical simulation[J]. Journal of Southwest Jiaotong University, 2014, 49(3): 406-411. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201403006.htm
    [19]
    孙常新, 胡金虎, 梁波. 准高速铁路路基动力响应数值模拟[J]. 计算力学学报, 2010, 27(1): 173-176. https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG201001029.htm

    SUN Chang-xin, HU Jin-hu, LIANG Bo. Numerical simulation of dynamic response for quasi-high speed railway subgrade[J]. Chinese Journal of Computational Mechanics, 2010, 27(1): 173-176. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG201001029.htm
    [20]
    TAKEMIYA H. Simulation of track-ground vibrations due to a high-speed train: the case of X-2000 at Ledsgard[J]. Journal of Sound and Vibration, 2003, 261(3): 503-526.
    [21]
    BIAN Xue-cheng, JIANG Hong-guang, CHENG Chong, et al. Full-scale model testing on a ballastless high-speed railway under simulated train moving loads[J]. Soil Dynamics and Earthquake Engineering, 2014, 66: 368-384. https://www.sciencedirect.com/science/article/pii/S0267726114001754
    [22]
    蒋红光, 边学成, 徐翔, 等. 列车移动荷载下高速铁路板式轨道路基动力性态的全比尺物理模型试验[J]. 岩土工程学报, 2014, 36(2): 354-362. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201402016.htm

    JIANG Hong-guang, BIAN Xue-cheng, XU Xiang, et al. Full-scale model tests on dynamic performances of ballastless high-speed railways under moving train loads[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 354-362. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201402016.htm
    [23]
    杨果林, 王亮亮, 房以河, 等. 云桂高速铁路不同防水层基床动力特性现场试验[J]. 岩石力学与工程学报, 2014, 33(8): 1672-1678. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201408020.htm

    YANG Guo-lin, WANG Liang-liang, FANG Yi-he, et al. Insitu test on dynamic characteristics of cutting subgrade with different waterproof layers along Yun-Gui High-Speed Railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(8): 1672-1678. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201408020.htm
    [24]
    王亮亮, 杨果林. 半刚性防水层对基床动力特性影响的模型试验[J]. 中南大学学报: 自然科学版, 2013, 44(10): 4244-4250. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201310040.htm

    WANG Liang-liang, YANG Guo-lin. Model test on effects of subgrade dynamic characteristics by using semi-rigid waterproof structure layer[J]. Journal of Central South University: Science and Technology, 2013, 44(10): 4244-4250. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201310040.htm
    [25]
    王亮亮, 杨果林, 房以河, 等. 速铁路膨胀土路堑全封闭基床动力特性现场试验[J]. 岩土工程学报, 2014, 36(4): 640-645. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201404009.htm

    WANG Liang-liang, YANG Guo-lin, FANG Yi-he, et al. Insitu tests on dynamic character of fully-enclosed cutting subgrade of high-speed railways in expansive soil areas[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 640-645. (in Chinese. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201404009.htm
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