|
|
Study on Adaptability of the Existing Subgrade to Train Speed-increase |
MA Wei-bin, HAN Zi-li, ZHANG Qian-li |
China Academy of Railway Sciences, Beijing 100081, China |
|
|
Abstract Research purposes: Through continuous geophysical prospecting and in-situ test, physical and mechanical parameters of the subgrade are revealed to make a comprehensive evaluation of the subgrade and through train dynamic teat, dynamic responses of the subgrade under different statures are measured to make evaluation of adaptability of subgrade for the purpose of providing technical support for the train speed-increase on existing railway.
Research conclusions: The real train dynamic test indicates that the average dynamic deformation and dynamic stress of the subgrade are close to that of passing current trains when passing freight trains at speed of 120 km/h, and the average dynamic stress of the subgrade is the 1/2 of passing current trains and the average dynamic deformation of the subgrade is the 1/3 of passing current trains when passing 200 km/h EMU. Based on a comprehensive analysis of the test results, this paper points out the main controlled elements of speed-increase subgrade, and presents the technical condition of speed-increase subgrade and the problems and vulnerabilities existed in speed-increase subgrade of existing railway.
|
Received: 23 November 2007
|
|
|
|
|
[1]韩自力,史存林.既有线提速200 km/h非改建地段路基试验报告[R].北京:铁道科学研究院,2006.
[2]韩自力.既有线提速路基的对策研究[J].中国铁道科学,2002,23(2):53-58.
[3]马伟斌.既有线提速基床与道床相互影响的研究[R].北京:铁道科学研究院,2006.
[4]张千里.既有线提速路基检测评估技术[7].中国铁路,2002(8):32-34.
[5]韩自力,张千里.既有线提速路基动应力分析[J].中国铁道科学,2005,26(5):1-5.
[6]谢启新.既有线提速的路基改造问题[J].路基工程,2000,92(5):7-10.
[7]韩自力,张千里,熊建珍,等.京秦线时速200 km/h提速改造工程实车运行试验研究[R].北京:铁道科学研究院.2000.
|
|
|
|