材料科学
多孔性
水泥
曲折
拓扑(电路)
固化(化学)
硅酸钠
磁导率
复合材料
微观结构
偏高岭土
抗压强度
硅酸盐
多孔介质
熔渣(焊接)
碳酸钠
碳酸盐
氢氧化钠
网络拓扑
扫描电子显微镜
激活剂(遗传学)
矿物学
机械强度
冶金
作者
Zixian Su,Zengliang Yue,Partha P. Paul,Xuzhao Liu,Alastair Marsh,Cise Unluer,John L. Provis,Timothy L. Burnett,Susan A. Bernal,Philip J. Withers
标识
DOI:10.1016/j.cemconcomp.2025.106382
摘要
This study employs 4D X-ray micro-computed tomography (μCT) imaging to directly capture the microstructural evolution of sodium hydroxide-, silicate-, and carbonate-activated slag cement pastes during curing (14–180 days). By combining time-lapse μCT with electron microscopy, pore-network topology parameters—including connected porosity, tortuosity and percolating clusters— were quantified. This to elucidate links to their mechanical performance. The results demonstrate that, although activator chemistry governs reaction pathways and overall densification, performance is influenced primarily by the geometry and connectivity of the pore-network rather than the degree of reaction or total porosity. Silicate activation generated the most refined networks, with connected porosity reduced to ∼1.5% and permeability to ∼10 -16 m 2 by 180 days, yielding the highest compressive strength. Hydroxide activation produced crystalline, heterogeneous gels that left open transport pathways, whereas carbonate activation followed a delayed densification route, progressively converging at later ages. These mechanistic insights show that strength in alkali-activated slag cements depend on how reaction products disrupt percolating pores and refine network topology, highlighting the unique capability of 4D μCT imaging to guide the predictive design of clinker-free binders.
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