Effects of Coal Metakaolin on the Mechanical Properties and Microstructure of High-belite Sulphoaluminate Cement.

IF 1.3 4区 材料科学 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Journal of Wuhan University of Technology-Materials Science Edition Pub Date : 2023-01-01 Epub Date: 2023-05-06 DOI:10.1007/s11595-023-2703-7
Xingyi Wang, Pengju Han, Shiwei Niu, Bin He, Fuli Ma, Tiantian Guo, Jinchuan Xu
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Abstract

The effects of coal metakaolin on the mechanical properties of high-belite sulphoaluminate cement under compressive loading were investigated. The composition and microstructure of hydration products at different hydration times were analyzed by X-ray diffraction and scanning electronic microscopy. The hydration process of blended cement was studied via electrochemical impedance spectroscopy. In particular, replacing a part of cement with CMK (10%, 20%, and 30%) was found to promote the hydration process, to refine the pore size, and to improve the compressive strength of the composite. The best compressive strength of the cement was achieved at a CMK content of 30% after 28 days hydration, being improved by 20.13 MPa, or 1.44 times relative to that of undoped specimens. Furthermore, the compressive strength is shown to correlate with the impedance parameter RCCP, which allows the latter to be used for nondestructive assessment of the compressive strength of blended cement materials.

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偏高岭土对高贝利特-硫铝酸盐水泥力学性能和微观结构的影响。
研究了煤偏高岭土在压缩载荷作用下对高贝利特-硫铝酸盐水泥力学性能的影响。通过X射线衍射和扫描电镜分析了不同水化时间水化产物的组成和微观结构。采用电化学阻抗谱法研究了掺合水泥的水化过程。特别是,用CMK(10%、20%和30%)代替部分水泥可以促进水化过程,细化孔径,提高复合材料的抗压强度。水泥的最佳抗压强度是在水化28天后,CMK含量为30%时获得的,比未掺杂试样提高了20.13MPa,或1.44倍。此外,抗压强度与阻抗参数RCCP相关,这允许后者用于混合水泥材料抗压强度的无损评估。
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来源期刊
CiteScore
2.10
自引率
12.50%
发文量
136
审稿时长
5.5 months
期刊介绍: The Journal publishes reviews, full-length papers, and short communications presenting original research in materials science and engineering, focusing on functional and structural materials, advanced technology for materials synthesis and processing, nanomaterials, composites, computational material science, etc. All papers published are subjected to peer review, and are edited to conform to related international standards.
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