在海水侵蚀下对沙层接增强材料的机械性能进行研究
Yunlong Wang1, Yanxu Guo2,3, Hongzhao Li4
1College of Architectural Engineering, Yangzhou Polytechnic Institute, Yangzhou 225127, China.
ACS omega
|June 10, 2024
概括
海水侵蚀最初改善了海底道接加固,但长时间暴露会降低其机械性能. 由于离子相互作用,水泥-酸盐粉比水泥粉更快地降解.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 海洋工程 海洋工程
背景情况:
- 海底道接对于减轻灾难至关重要.
- 现有的设计忽视了海水离子侵蚀对钢筋的长期影响.
- 海水对接增强的影响需要进一步调查.
研究的目的:
- 为了评估在海水侵蚀下沙层接增强的机械性能演变.
- 为了比较不同类型的海在海洋环境中的长期性能.
- 了解海水引起的接增强物降解背后的机制.
主要方法:
- 使用了改进的沙透模拟试验系统.
- 进行了单轴压缩测试,透性测试和扫描电子显微镜 (SEM) 分析.
- 在各种海水固化条件和合物类型下分析机械性能.
主要成果:
- 海水固化最初提高了强度和透性,但长时间暴露导致了降解.
- 与水泥 (56-90天) 相比,水泥酸盐合物表现出较早的机械衰退迹象 (28-56天).
- 变形模量趋势有所不同,水泥料呈现稳定增长,水泥-酸盐料呈现增减增长模式.
结论:
- 长期的海水离子侵蚀会对接加强产生负面影响,抑制增长并加速恶化.
- 粘合剂的选择和暴露时间是海底道钢筋寿命的关键因素.
- 了解离子侵蚀相互作用是开发持久的海底接解决方案的关键.
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