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动力分散型机车在路涵过渡段的动应力-应变研究 被引量:7

Study on dynamic stress -strain in roadbed-culvert transition section for DIDLG
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摘要 运用高性能多通道并行数据采集分析系统,以及 BY-1 型动静态土压力传感器等测试手段,对动力分散型电力动车组在秦—沈客运专线山绥综合试验段某路涵过渡段的影响进行了试验研究。研究结果表明:动力分散型电力动车组所引起的动应力-应变比较稳定,这对于列车的高速运行是有利的;同时对路涵过渡段线路纵向上动应力-应变特征和变化趋势进行了分析。 For the disperse impetus dynamoelectric locomotive groups (DIDLG), an experimental study on the dynamic stress-strain impacts of a roadbed-culvert transition section of Shan-Sui multiple tests section in Qin-Shen passenger transport special railway line was conducted by using the method of high capability multicenter parallel data collecting and analyzing system, BY-1 dynamic-static stress sensor, etc.. It is obtained, that the dynamic stress-strain caused by DIDLG is steady comparatively, which is very advantageous for the high speed run of train; In the meantime, the dynamic stress-strain characteristics and the change trend in the direction of railway line of roadbed-culvert transition section are analyzed.
出处 《岩土力学》 EI CAS CSCD 北大核心 2004年第7期1167-1170,共4页 Rock and Soil Mechanics
基金 高等学校博士学科点专项科研基金资助课题(编号:20030533043)
关键词 路涵过渡段 动应力应变响应 动力分散型电动车组 roadbed-culvert transition section dynamic stress-strain response DIDLG
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参考文献5

  • 1Gobel C H, Weisemann V C. Effectiveness of a reinforcing Geogrid in a railway subbase under dynamic loads. Geotextiles and Geomembranes, 1994, (13): 91-99.
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二级参考文献1

  • 1蔡英,重载铁路路线结构与养护,1992年

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