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有砟与无砟轨道系统隧底上拱变形传递规律

宋慧来 赵一馨 刘钰 赵国堂

中国铁道科学2024,Vol.45Issue(2):123-133,11.
中国铁道科学2024,Vol.45Issue(2):123-133,11.DOI:10.3969/j.issn.1001-4632.2024.02.12

有砟与无砟轨道系统隧底上拱变形传递规律

Deformation Transmission Law of Tunnel Bottom Heave of Ballasted and Ballastless Track System

宋慧来 1赵一馨 2刘钰 1赵国堂3

作者信息

  • 1. 西南交通大学土木工程学院,四川成都 610031
  • 2. 中国铁道科学研究院集团有限公司铁路基础设施检测所,北京 100081
  • 3. 西南交通大学土木工程学院,四川成都 610031||中国国家铁路集团有限公司,北京 100844
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摘要

Abstract

Based on analyzing the mechanical environment of tunnels with different causes of upper arch deformation,a deformation transmission model of the tunnel bottom heave of ballasted and ballastless tracks under tunnel bottom loads is constructed to obtain the transmission law from this deformation to the rail surface,and a functional relationship between tunnel bottom load and deformation transmission ratio is established.The results show that when the upper arch deformation is transmitted at the bottom surface of the primary lining-the surface of the infill layer,the amplitude decreases and the wavelength increases;when the deformation is transmitted at the ballast bed surface-rail surface,both amplitude and wavelength decrease;when it is transmitted in the ballast bed,the wavelength and amplitude of the ballasted bed decrease,while the wavelength of the ballastless bed increases and the amplitude of it is basically unchanged.Changes of tunnel bottom load magnitude and longitudinal distribution length shift the amplitude transmission curve as a whole,in which the load magnitude mainly changes the change rate of the wavelength,while the load longitudinal length mainly changes the initial wavelength.It is easier to control the rail surface amplitude and wavelength under the tunnel bottom loads of less than 250 kPa and more than 27.8 m in length when the ballasted track is selected.When the load exceeds 250 kPa or the length is less than 27.8 m,it is easier to control the rail surface amplitude and wavelength by choosing the ballastless track.

关键词

高速铁路/隧道/无砟轨道/有砟轨道/上拱变形/变形传递

Key words

High-speed railway/Tunnel/Ballastless track/Ballasted track/Upper arch deformation/Deformation transmission

分类

交通工程

引用本文复制引用

宋慧来,赵一馨,刘钰,赵国堂..有砟与无砟轨道系统隧底上拱变形传递规律[J].中国铁道科学,2024,45(2):123-133,11.

基金项目

中国国家铁路集团有限公司科技研究开发计划课题(J2023G014) (J2023G014)

中国铁道科学

OA北大核心CSTPCD

1001-4632

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