AN EXPERIMENTAL STUDY OF MITIGATION BEHAVIOR OF BALLASTED LADDER TRACK UNDER MOVING TRAIN LOADS

被引:0
|
作者
Li, Yulu [1 ]
Ma, Meng [2 ,3 ]
Pan, Nanquan [1 ]
Li, Ping [1 ]
机构
[1] Beijing IKeru Rail Transit Prod Co Ltd, Beijing 100044, Peoples R China
[2] China Acad Railway Sci, State Key Lab Track Technol High Speed Railway, Beijing 100081, Peoples R China
[3] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
关键词
ladder sleeper; vibration measurement; vibration mitigation; train loads; ballasted track;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ballasted ladder track is a new type of longitudinal track. In order to investigate its vibration reduction effect, in this paper, a field experiment was carried out on Guangzhou Metro Line 5, where ballasted tracks with both common concrete sleepers and ladder sleepers were installed. Comparison studies in both time domain and frequency domain are performed. Environmental vibration were also analyzed according to the draft version of China Standard of Envoronmental Vibration. The experimental results show that as compared to the ballasted track with common sleeper, the ballasted ladder track has good vibration reduction effect on decreasing the peak value in time history and controlling the vibration responses in low frequencies.
引用
收藏
页码:245 / 250
页数:6
相关论文
共 50 条
  • [21] Field test investigation and numerical analysis of ballasted track under moving locomotive
    Mosayebi, Seyed-Ali
    Zakeri, Jabbar-Ali
    Esmaeili, Morteza
    JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2016, 30 (03) : 1065 - 1069
  • [22] Field test investigation and numerical analysis of ballasted track under moving locomotive
    Seyed-Ali Mosayebi
    Jabbar-Ali Zakeri
    Morteza Esmaeili
    Journal of Mechanical Science and Technology, 2016, 30 : 1065 - 1069
  • [23] Relationships between ballasted track settlement and differential subgrade settlement under train load
    Fu, L.-L., 1600, Chinese Vibration Engineering Society (32):
  • [24] Study on the Dynamic Response of Track Structure under Moving Loads with Variable Speeds
    Li, Kefei
    Liu, Weining
    Markine, Valeri
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2011, 2011, : 846 - 851
  • [25] Study on the hydraulic characteristics of interlayer crack of CRTS Ⅲ slab track under train loads
    Song, Li
    Rao, Jiaqi
    Liu, Ran
    Jiang, Lizhong
    Yu, Zhiwu
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2024, 55 (07): : 2600 - 2611
  • [26] Experimental study on dynamic performance of composite sleeper ballasted track
    Zhao Z.
    Shen Y.
    Wei Q.
    Jiang W.
    Geng H.
    Li C.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2019, 50 (01): : 234 - 240
  • [27] Experimental study on vibration of slab track on subgrade under the dynamic loads
    Luo Zhen
    Zhai Wanming
    Cai Chengbiao
    Zhen Shubin
    ICEMI 2007: PROCEEDINGS OF 2007 8TH INTERNATIONAL CONFERENCE ON ELECTRONIC MEASUREMENT & INSTRUMENTS, VOL IV, 2007, : 357 - 360
  • [28] Dynamic Behavior Comparisons of Non-ballasted Track Infrastructure of High-speed Railway under Three Different Loads
    Song, Xiaolin
    Zhai, Wanming
    ADVANCES IN ENVIRONMENTAL VIBRATION, 2011, : 640 - 646
  • [29] Discrete Element Analysis of the Dynamic Mechanical Characteristics of Ballasted Track on Bridges Under Train Loading
    Qian, Zhongxia
    Xiao, Hong
    Kong, Chao
    Wei, Shaolei
    Chi, Yihao
    Zhang, Yawen
    Nadakatti, Mahantesh M.
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2024,
  • [30] Characteristics of layered ground responses under train moving loads
    Bian, Xuecheng
    Chen, Yunmin
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2007, 26 (01): : 182 - 189