Study on seawater corrosion resistance of calcium sulfoaluminate cement-based novel grouting materials

被引:2
|
作者
Qiu, Xin [1 ,2 ]
Chen, Weizhong [1 ]
Yuan, Jingqiang [1 ]
Zhang, Zheyuan [1 ,2 ]
Wu, Guojun [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
Composite materials; Corrosion; Adhesion; Ferrite-rich sulfoaluminate cement; Grouting material;
D O I
10.1016/j.matlet.2024.136509
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Grouting materials play a critical role in anchoring structures of cross-sea tunnels by safeguarding the anchors against seawater corrosion and enhancing durability. In this paper, a novel grouting material comprising ferriterich sulfoaluminate cement (FCSA), ordinary Portland cement (OPC), anhydrite and limestone were prepared. Accelerated corrosion immersion tests were conducted to assess the corrosion resistance of the grouting material using artificial seawater solutions with varying salt concentrations. Pull-out tests were performed to verify the material's performance, while potentiometric titration and X-ray diffraction (XRD) analysis were employed to analyze free chloride ion concentration (Cf) and corrosion products at the anchorage interface. Results indicate that after 1.5 years of corrosion in seawater with different salt concentrations, the bond strength stabilized at 1.05 MPa. No rust was observed on the anchor surfaces and the Cf exhibited a linear increase with salt concentration. The content of Friedel's salt increases with salt concentration, demonstrating adequate chloride ion binding capacity. The test results validate the exceptional seawater corrosion resistance and long-term stability of the novel grouting material.
引用
收藏
页数:4
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