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高速铁路路基连续压实质量检测指标 CMV 影响因素分析

范娟 宋晓东 田利锋 聂志红

铁道科学与工程学报Issue(3):463-474,12.
铁道科学与工程学报Issue(3):463-474,12.

高速铁路路基连续压实质量检测指标 CMV 影响因素分析

Study on factors of continuous co mpaction measured value in subgrade of high -speed railway

范娟 1宋晓东 2田利锋 3聂志红1

作者信息

  • 1. 中南大学 土木工程学院,湖南 长沙 410075
  • 2. 沪昆客专湖南有限公司,湖南 长沙 400018
  • 3. 中铁一局集团第三工程公司,陕西 宝鸡 721006
  • 折叠

摘要

Abstract

For quantitative analysis of the vibratory compaction technology parameters on the influence degree of con-tinuous compaction measured value ,based on the orthogonal experimental design,CMV was taken as the research ob-ject,the amplitude ,excitation frequency,roller speed and driving direction was selected as the factors;the continu-ous compaction check in Zhijiang construction site of Shanghai -Kunming High -Speed Railway was carried out.The results demonstrate that the amplitude,excitation frequency and roller speed have a highly significant effect on CMV, driving direction has an obvious influence on CMV;and the degree follows by:amplitude >excitation frequency >roll-er speed >driving direction.According to the coefficient of variation of CMV,determining the vibratory compaction technology parameters,which make CMV the most stable;Based on the steady -state CMV,a regression model was established to correct the CMV under the condition of the other vibratory compaction technology parameters.This pa-per provides a new method to improve the stability of the continuous compaction value.

关键词

压实质量连续检测/正交试验设计/变异系数/回归分析

Key words

continuous compaction check/orthogonal experimental design/coefficient of variation/regression analysis

分类

建筑与水利

引用本文复制引用

范娟,宋晓东,田利锋,聂志红..高速铁路路基连续压实质量检测指标 CMV 影响因素分析[J].铁道科学与工程学报,2015,(3):463-474,12.

基金项目

国家自然科学基金资助项目(51478481);铁道部科技研究开发计划资助项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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