首页> 外文会议>International Conference on Intelligent Mechanics and Materials Engineering >Study on the Durability of Air Entrained Concrete after Long-term Soaking in Multi-Salt Solution
【24h】

Study on the Durability of Air Entrained Concrete after Long-term Soaking in Multi-Salt Solution

机译:多盐溶液长期浸泡后空气夹带混凝土耐久性研究

获取原文

摘要

The concrete structures have been long-term corroded by soluble salts in the salinized soil, which was simulated by the way of concrete being soaked in multiple salts solution, then the failure law and mechanism of concrete was studied in this paper. The results show that salt crystallization happens on the exposed parts of concrete, the quality loss rate of concrete takes on the reduction-growth trend and the relative dynamic elastic modulus takes on the reduction-growth trend, the salt corrosion resistance of air entrained concrete is better than that of non-air-entrained concrete after long-term soaking in multiple salts solution. The failure mechanism of concrete is the result of interaction between the physical damage of salts crystallization and chemical erosion, but the former is much easier to implement than the latter.
机译:混凝土结构一直是通过碳化土壤中可溶性盐的长期腐蚀,通过在多种盐溶液中浸泡混凝土的方式模拟,然后在本文中研究了混凝土的失效法和机制。 结果表明,盐结晶发生在露出的混凝土部分上,混凝土的质量损失率接受了减少增长趋势和相对动态弹性模量对减少增长趋势,空气夹带混凝土的耐盐耐腐蚀性是 在多种盐溶液中长期浸泡后更好地优于非空气夹带混凝土。 混凝土的失效机理是盐结晶和化学侵蚀的物理损伤之间相互作用的结果,但前者更容易实施而不是后者。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号