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秦沈客运专线路堑段基床结构动态测试分析
引用本文:聂志红,阮波,李亮.秦沈客运专线路堑段基床结构动态测试分析[J].振动与冲击,2005,24(2):30-32.
作者姓名:聂志红  阮波  李亮
作者单位:中南大学土木建筑学院,长沙,410075
基金项目:铁道部科技研究开发计划项目(2000G047-E)基金资助
摘    要:通过对我国第一条铁路客运专线———秦沈客运专线路堑段基床表层的动态测试,得到了厚度分别为40cm与60cm的基床表层在不同车速下的动应力与加速度值,分析了它们在基床表层横向与深度方向的分布规律及其与速度的关系。

关 键 词:客运专线  基床表层  动应力  振动加速度
修稿时间:2003年6月26日

Testing and Analysis on Dynamic Performance of Subgrade of Qinshen Railway
Nie Zhihong,RUAN Bo,Li Liang.Testing and Analysis on Dynamic Performance of Subgrade of Qinshen Railway[J].Journal of Vibration and Shock,2005,24(2):30-32.
Authors:Nie Zhihong  RUAN Bo  Li Liang
Abstract:Qinshen rail line is the first railway built specially for passengers in our country. Because of the high speed of the trains running on this rail the dynamic stress and vibration acceleration in subgrade are of vital importance for subgrade design. For this puropose, field testing was carried out to determine the dynamic stress and vibration acceleration in subgrade with 40cm and 60cm in depth. The results are analysed and the distribution of the stress and acceleration along the subgrade transect and depth are provided. The relation between train speed and dynamic performance of subgrade is also discussed.
Keywords:special rail line for passengers  subgrade  dynamic stress  vibration acceleration  
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