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隧道混凝土结构使用寿命评价

丁杨 邓文武 孟伟 陈衎

华东交通大学学报2017,Vol.34Issue(1):28-32,5.
华东交通大学学报2017,Vol.34Issue(1):28-32,5.

隧道混凝土结构使用寿命评价

Evaluation on Service Life of Tunnel Concrete Structure

丁杨 1邓文武 2孟伟 2陈衎1

作者信息

  • 1. 华东交通大学土木建筑学院,江西 南昌 330013
  • 2. 中铁第六勘察设计院集团有限公司城市轨道交通设计院,天津 300308
  • 折叠

摘要

Abstract

Focusing on the tunnel concrete structure service life evaluation, based on Fick's second law, the the-ory of concrete diffusion and the corresponding mathematics model, this study conducts a comprehensive analysis on factors affecting service life of the concrete tunnel structures. Results show that the predicted concrete service life is 102 to 105 years when the thickness of concrete protective layer is 55 mm;While the predicted concrete service life can reach 209 years and 248 years when the protective layer thickness is 70 mm. Therefore, it is necessary to strictly control the construction quality and guarantee the thickness of the protective layer. It sug-gests that the predicted service life of the concrete structure will increase with the increase of the protective lay-er thickness. Finally, the experimental results prove that adding a certain amount of fly ash in concrete and adding a certain amount of slag can significantly improve the service life of concrete. The results of the study are summarized to improve the life of the tunnel concrete measures and techniques, which has practical significance.

关键词

隧道/高性能混凝土/寿命评价/扩散

Key words

tunnel/high performance concrete/life evaluation/diffusion

分类

建筑与水利

引用本文复制引用

丁杨,邓文武,孟伟,陈衎..隧道混凝土结构使用寿命评价[J].华东交通大学学报,2017,34(1):28-32,5.

基金项目

国家自然科学基金项目(511680115) (511680115)

华东交通大学学报

OACSTPCD

1005-0523

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