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Volume 34 Issue 8
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BIAN Xue-cheng, JIANG Hong-guang, JIN Wan-feng, JIANG Jian-qun, CHEN Ren-peng, CHEN Yun-min. Full-scale model tests on slab track-subgrade interaction and load transfer in track system[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1488-1495.
Citation: BIAN Xue-cheng, JIANG Hong-guang, JIN Wan-feng, JIANG Jian-qun, CHEN Ren-peng, CHEN Yun-min. Full-scale model tests on slab track-subgrade interaction and load transfer in track system[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1488-1495.
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Full-scale model tests on slab track-subgrade interaction and load transfer in track system

  • (1. Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou 310027, China; 2. Institute of Hydraulic Structure and Water Environment, Zhejiang University, Hangzhou 310058, China)

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  • Received Date: October 27, 2011
  • Published Date: August 19, 2012
    Graphical Abstract
    • Abstract
  • The interaction between track structure and subgrade under dynamic trains, a typical issue of soil-structure interaction, threatens the safety of high-speed trains and long-term durability of subgrade. Dynamic experimental equipment for subgrade of high-speed railways is introduced, which can be used to carry out tests on the interaction of track structure-subgrade system and long-term deformation of subgrade and foundation. The load transfer law of trains is proposed based on the load distribution tests on fastening systems. Compared with the theoretical results, a simplified formula for load distribution is given for mechanical analysis of subgrade. Meanwhile, the relationship between dynamic response of track structure and subgrade and loading frequency is summarized, and the resonance mechanism is discussed using the concentrated mass model. The results show that the first-order natural frequency of the system is 16 Hz approximately. Finally, the relationship between attenuation law of dynamic stress of subgrade at different depths and loading frequency is put forward through dynamic loading tests. As a powerful and comprehensive test equipment, it would provide an important support for future researches on geotechnical engineering problems of subgrades of high-speed railways.
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    • References (15)
  • [1]
    METRIKINE A V, VERICHEV S N, BLAAUWENDRAAD J. Stability of a two-mass oscillator moving on a beam supported by a visco-elastic half-space[J]. International Journal of Solids and Structures, 2005, 42(1): 1187–1207.
    [2]
    TAKEMIYA H, BIAN X C. Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage[J]. Journal of Engineering Mechanics- ASCE, 2005, 131(7): 699–711.
    [3]
    边学成, 陈云敏. 列车荷载作用下轨道和地基的动响应分析[J]. 力学学报, 2005, 37(4): 477–484. (BIAN Xue-cheng, CHEN Yun-min. Dynamic analyses of track and ground coupled system with high-speed train loads[J]. Chinese Journal of Theoretical and Applied Mechanics, 2005, 37(4): 477–484. (in Chinese))
    [4]
    翟婉明. 车辆–轨道耦合动力学[M]. 北京: 科学出版社, 2007. (ZHAI Wan-ming. Vehicle-track coupling dynamics[M]. Beijing: China Environmental Science Press, 2007. (in Chinese))
    [5]
    周 萌, 宫全美, 王炳龙, 等. 路基不均匀沉降值对板式轨道动力响应的影响[J]. 铁道标准设计, 2010(10): 1–4. (ZHOU Meng, GONG Quan-mei, WANG Bing-ling, et al. Influence of uneven sedimentation value of subgrade on dynamic response of slab tracks[J]. Railway Standard Design, 2010(10): 1–4. (in Chinese))
    [6]
    刘茹冰, 张士杰. 路基沉降不均对板式轨道受力的影响分析[J]. 路基工程, 2009(1): 142–143. (LIU Ru-bing, ZHAN Shi-jie. Impact analysis of subgrade settlement unevenness on bearing capacity of slab track[J]. Subgrade Engineering, 2009(1): 142–143. (in Chinese))
    [7]
    陈 鹏, 高 亮, 马鸣楠. 高速铁路路基沉降限值及其对无砟轨道受力的影响[J]. 工程建设与设计, 2008(5): 63–66. (CHEN Peng, GAO Liang, MA Ming-nan. Limited value of subgrade settlement and its influence on mechanical characteristics of ballastless track in high-speed railway[J]. Construction and Design for Project, 2008(5): 63–66. (in Chinese))
    [8]
    韩义涛, 姚 力. 基础沉降对土路基上板式轨道动力性能影响分析[J]. 铁道工程学报, 2007(10): 28–31. (HAN Yi-tao, YAO Li. Analysis of the dynamic performance for slab track settlement on embankment[J]. Journal of Railway Engineering Society, 2007(10): 28–31. (in Chinese))
    [9]
    蔡成标, 翟婉明, 王开云. 遂渝线路基上板式轨道动力性能计算及评估分析[J]. 中国铁道科学, 2006(4): 17–21. (CAI Cheng-biao, ZHAI Wan-ming, WANG Kai-yun. Calculation and assessment analysis of the dynamic performance for slab track on Sui-Yu railway[J]. China Railway Science, 2006(4): 17–21. (in Chinese))
    [10]
    SHAER A A, DUHAMEL D, SAB K, et al. Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains[J]. Journal of Sound and Vibration, 2008, 316(1-5): 211–233.
    [11]
    TATSUYA ISHIKAWA, ETSUO SEKINE, SEIICHI MIURA. Cyclic deformation of granular material subjected to moving-wheel loads[J]. Canadian Geotechnical Journal, 2011(48): 691–703.
    [12]
    詹永祥, 蒋关鲁. 无碴轨道路基基床动力特性的研究[J].岩土力学, 2010, 31(2): 392–396. (ZHAN Yong-xiang, JIANG Guan-lu. Study of dynamic characteristics of soil subgrade bed for ballastless track[J]. Rock and Soil Mechanics, 2010, 31(2): 392–396. (in Chinese))
    [13]
    LI Z G, WU T X. Modelling and analysis of force transmission in flonting-slab track for railways[J]. Journal of Rail and Rapid Transit, 2008, 222(1): 45–57.
    [14]
    朱忠林, 马伟斌, 史存林. 合宁线试验段路堑基床地基动力特性试验研究[J]. 铁道建筑, 2007(2): 55–58. (ZHU Zhong-lin, MA Wei-bin, SHI Cun-lin. Experimental study on dynamic performance of subsoil for cut's subgrade on Hefei-Nanjing railway test section[J]. Railway Engineering, 2007(2): 55–58. (in Chinese))
    [15]
    刘学毅, 王 平. 车辆–轨道–路基系统动力学[M]. 成都: 西南交通大学出版社, 2010. (LIU Xue-yi, WANG Ping. Vehicle-Track-Subgrade system dynamics[M]. Chengdu: Southwest Jiaotong University Press, 2010. (in Chinese))
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