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青藏铁路多年冻土区无缝线路变形分析

牟航 窦杨阳

铁道科学与工程学报2017,Vol.14Issue(9):1845-1850,6.
铁道科学与工程学报2017,Vol.14Issue(9):1845-1850,6.

青藏铁路多年冻土区无缝线路变形分析

Continuous welded rail in permafrost regions deformation analysis of Qinghai-Tibet Railway

牟航 1窦杨阳2

作者信息

  • 1. 兰州交通大学土木工程学院,甘肃兰州 730070
  • 2. 甘肃恒路交通勘察设计院有限公司,甘肃兰州 730070
  • 折叠

摘要

Abstract

The paper study about under the condition of vertical settlement of track deformation analysis. Analysis of track displacement distribution and the law of development under the condition of embankment settlement diseases based on nonlinear finite element method. Research indicates that rail vertical displacement and roadbed subsidence has the linear relationship in the range of track bed resistance to be effective. When the roadbed arch and sink alternately that will be a significant increase in rail displacement.

关键词

无缝线路/变形/沉降

Key words

CWR/deformation/settlemen

分类

交通工程

引用本文复制引用

牟航,窦杨阳..青藏铁路多年冻土区无缝线路变形分析[J].铁道科学与工程学报,2017,14(9):1845-1850,6.

基金项目

国家自然科学基金资助项目(51568037) (51568037)

甘肃省青年科技基金计划项目(1606RJYA231) (1606RJYA231)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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