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超重载大坡度轨道系统钢轨与扣件选型及其稳定性研究

曹希尧 王维 王振宇 王星华

铁道科学与工程学报2018,Vol.15Issue(4):880-886,7.
铁道科学与工程学报2018,Vol.15Issue(4):880-886,7.

超重载大坡度轨道系统钢轨与扣件选型及其稳定性研究

Research on the stability and selection of rail and fastener of super heavy load and large slope track system

曹希尧 1王维 2王振宇 1王星华1

作者信息

  • 1. 中南大学 土木工程学院,湖南 长沙 410075
  • 2. 湖南省电力公司,湖南 长沙 410011
  • 折叠

摘要

Abstract

Taking the dam slide of Zhexi hydroelectric power plant as the engineering background, track stability was studied in this paper through field investigation, theoretical analysis, laboratory tests and numerical simulation. The influence of key factors was discussed, including super axle load (57.5 t), steep slope, low speed and etc. The suitable track form, as well as distribution and selection of fastener was put forward. The results of the study can provide reference for the related technology of heavy haul railway construction.

关键词

超轴重/大坡度/匀低速/室内试验/数值模拟

Key words

heavy load/large slope/even low-speed/laboratory test/numerical simulation

分类

建筑与水利

引用本文复制引用

曹希尧,王维,王振宇,王星华..超重载大坡度轨道系统钢轨与扣件选型及其稳定性研究[J].铁道科学与工程学报,2018,15(4):880-886,7.

基金项目

湖南省电力公司研究基金资助项目(HNDL-FW-2012-06) (HNDL-FW-2012-06)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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