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盐渍土氯离子在混凝土中运移的耦合模型研究

高子瑞 李淑娥 陈志明 徐永福

长江科学院院报2017,Vol.34Issue(5):131-134,140,5.
长江科学院院报2017,Vol.34Issue(5):131-134,140,5.DOI:10.11988/ckyyb.20151087

盐渍土氯离子在混凝土中运移的耦合模型研究

Coupling Model of Chloride Ion Migration fromSaline Soil to Concrete

高子瑞 1李淑娥 2陈志明 2徐永福1

作者信息

  • 1. 上海交通大学 船舶海洋与建筑工程学院, 上海 200240
  • 2. 南通市公路管理处, 江苏 南通 226000
  • 折叠

摘要

Abstract

The mechanism of chloride ion migrating from saline soil to concrete is simulated by Comsol Multiphysics.Based on Fick's second law,the impact of electric field,binding and capillarity are analyzed.Binding impedes the chloride ion transport;whereas electric field and capillarity promotes the transport.With the increase of invasion depth,the function of binding decreases and electric field of initial stage first increases and then decreases.The effect of binding and electric field both decrease gradually over time.Capillary action is only obvious in the initial 1.5 hours of the invasion.The coupling model in consideration of diffusion,electric field transport,and binding action was established.The model was verified by experimental data.

关键词

混凝土/ComsolMultiphysics/氯离子/电场迁移/结合作用/毛细作用

Key words

concrete/Comsol Multiphysics/chloride ion/electric migration/binding/capillary action

分类

建筑与水利

引用本文复制引用

高子瑞,李淑娥,陈志明,徐永福..盐渍土氯离子在混凝土中运移的耦合模型研究[J].长江科学院院报,2017,34(5):131-134,140,5.

基金项目

江苏省交通科研项目(2015T18) (2015T18)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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