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基于χ2检验法的轨道交通线下工程变形分析方法研究

张拯 张献州 高山 邱颖新 杨宏 张正国 罗奕

铁道科学与工程学报2016,Vol.13Issue(8):1482-1485,4.
铁道科学与工程学报2016,Vol.13Issue(8):1482-1485,4.

基于χ2检验法的轨道交通线下工程变形分析方法研究

Research on the deformation analysis method of railway underline engineerings based on the χ2 test

张拯 1张献州 2高山 3邱颖新 2杨宏 3张正国 2罗奕3

作者信息

  • 1. 中铁二院工程集团有限责任公司,四川 成都610031
  • 2. 西南交通大学 地球科学与环境工程学院,四川 成都610031
  • 3. 高速铁路运营安全空间信息技术国家地方联合工程实验室,四川 成都610031
  • 折叠

摘要

Abstract

Railway underline engineerings during operation and maintenance period usually bear the influence of dynamic and static load of train operation and complex factors of monitoring environment.Thus,it is hard to ob-tain good effect when predicting this deformation trend of such characteristics by curvilinear regression fitting methods.At present,the overall convergence level and developing trend of settlement curves will be decided based on experience.Obviously,such methods are neither scientific nor precise.It is urgent to find certain scien-tific standard for these settlement points whose deforming regular can’t be predicted by curve regression methods. This paper studied the the χ2 test for settlement assessment,the results show that the χ2 test can be taken as a scientific and reasonable method of settlement analysis and judgement.

关键词

轨道交通线下工程/复杂监测环境/小量级大波动变形/χ2检验法/沉降分析统计量

Key words

railway underline engineerings/complex monitoring environment/small scale and large fluctuations/test/statistics of settlement analysis

分类

天文与地球科学

引用本文复制引用

张拯,张献州,高山,邱颖新,杨宏,张正国,罗奕..基于χ2检验法的轨道交通线下工程变形分析方法研究[J].铁道科学与工程学报,2016,13(8):1482-1485,4.

基金项目

长江学者和创新团队发展计划资助项项目(IRT13092);高速铁路运营安全空间信息技术国家地方联合工程实验室项目;四川省交通科技项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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