首页> 外文期刊>Trends in Ecology & Evolution >The Frost-resisting Durability of High Strength Self-Compacting Pervious Concrete in Deicing Salt Environment
【24h】

The Frost-resisting Durability of High Strength Self-Compacting Pervious Concrete in Deicing Salt Environment

机译:在除冰环境中高强度自压式渗透混凝土的抗磨损耐久性

获取原文
获取原文并翻译 | 示例
           

摘要

A high strength self-compacting pervious concrete (SCPC) with top-bottom interconnected pores was prepared in this paper. The frost-resisting durability of such SCPC in different deicing salt concentrations (0%, 3%, 5%, 10%, and 20%) was investigated. The mass-loss rate, relative dynamic modulus of elasticity, compressive strength, flexural strength and hydraulic conductivity of SCPC after 300 freeze-thaw cycles were measured to evaluate the frost-resisting durability. In addition, the microstructures of SCPC near the top-bottom interconnected pores after 300 freeze-thaw cycles were observed by SEM. The results show that the high strength SCPC possesses much better frost-resisting durability than traditional pervious concrete (TPC) after 300 freeze-thaw cycles, which can be used in heavy loading roads. The most serious freeze-thaw damage emerges in the SCPC immersed in the 3% of NaCl solution, while there is no obvious damage in 20% of NaCl solution. Furthermore, it can be deduced that the high strength SCPC can be used for 100 years in a cold environment.
机译:本文制备了具有顶部底部相互连接的孔的高强度自重式渗透混凝土(SCPC)。研究了这种SCPC在不同除冰盐浓度(0%,3%,5%,10%和20%)中的抗磨损耐久性。测量SCPC在300次冻融循环后SCPC的质量损失率,相对动态的弹性模量,抗压强度,抗压强度和液压导电性,以评估抗脂性耐久性。另外,通过SEM观察到300次冻融循环后的顶部底部相互连接孔附近的SCPC的微观结构。结果表明,在300次冷冻解冻循环后,高强度SCPC具有比传统的透水混凝土(TPC)更好的抗润滑性耐久性,可用于沉重的装载道路。 SCPC中最严重的冻融损伤浸入3%的NaCl溶液中,而20%的NaCl溶液中没有明显的损伤。此外,可以推断出高强度SCPC可在冷环境中使用100年。

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