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高速铁路隧道沉降变形分析方法的研究

彭仪普 张盼 薛一奇

铁道科学与工程学报2016,Vol.13Issue(10):1879-1885,7.
铁道科学与工程学报2016,Vol.13Issue(10):1879-1885,7.

高速铁路隧道沉降变形分析方法的研究

Research of analytical method for tunnel settlement and deformation of high-speed railway

彭仪普 1张盼 1薛一奇1

作者信息

  • 1. 中南大学 土木工程学院,湖南 长沙410075
  • 折叠

摘要

Abstract

Based on assessment projects of deformation monitoring of Chang-Zhu-Tan intercity railway project, the law of development for tunnel settlement about Chang-Zhu-Tan intercity railway is investigated. According to measured data, we found that the settlement amount of the tunnel is generally small, Using the hyperbolic fitting and the gray prediction mod-el for the same set of settlement data of the comprehensive II standard team of Chang-Zhu-Tan, the differences between measured and predicted settlement are analysed, and the applicability of two models are compared. The results show that:The simulation of hyperbolic settlement requires a lot of samples, it can be used as a method to assess the tunnel settle-ment. However, the high simulation accuracy is only valid in the case of a small number of incremental cumulative settle-ment. Grey prediction desired sample is small, and has simple operation and high simulation accuracy. Comparing with the hyperbolic fitting, gray prediction has higher precision and universality.

关键词

双曲线/灰色预测/隧道/沉降分析

Key words

hyperbola/grey prediction/tunnel/settlement analysis

分类

交通工程

引用本文复制引用

彭仪普,张盼,薛一奇..高速铁路隧道沉降变形分析方法的研究[J].铁道科学与工程学报,2016,13(10):1879-1885,7.

基金项目

国家自然科学基金资助项目(51378514) (51378514)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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