Time-Domain Characterization of the Pore Structure in Ultra-High Performance Concrete with Partial Substitution of Calcium Sulfoaluminate Cements

Muhammad Haseeb Zaheer, Namkon Lee
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Abstract

Moisture mobility is vital for the durability of ultra-high performance concrete (UHPC), yet the understanding of its evolution during hydration remains limited. This study applies time-domain 1H NMR relaxometry, utilizing both solid echo (QE) and Carr-Purcell-Meiboom-Gill (CPMG) sequences, to quantitatively track the moisture dynamics in UHPC incorporating calcium sulfoaluminate (CSA) cement. This approach enables simultaneous quantification of mobile and chemically bound water, and provides nanoscale resolution of the evolving pore network. Solid echo measurements revealed a sharp increase in chemically combined water within the first hour, indicating rapid ettringite formation. The CPMG measurements showed a rapid increase in gel pores within the first hour, reflecting accelerated C3S hydration. In CSA-UHPC, gel pores became the dominant pore type within just 4 hours, compared to 20 hours in conventional UHPC. An increase in interlayer pores was also observed over the same period, indicative of densification of the C–S–H structure. Furthermore, the addition of CSA cement led to a refined pore structure with reduced gel pore size, while maintaining comparable compressive strength. These trends, supported by isothermal calorimetry, X-ray diffraction, thermogravimetric analysis, and mercury intrusion porosimetry, validate the findings from 1H NMR. The integrated findings contribute to a better understanding of the changes in interlayer pore, gel pore, and chemically bound water, as well as the associated moisture dynamics and pore structure development in CSA-UHPC.
部分取代硫铝酸钙水泥超高性能混凝土孔隙结构的时域表征
水分流动性对超高性能混凝土(UHPC)的耐久性至关重要,但对其水化过程演变的理解仍然有限。本研究采用时域1H NMR弛豫法,利用固体回波(QE)和carr - purcell - meiboomm - gill (CPMG)序列,定量跟踪掺入硫铝酸钙(CSA)水泥的UHPC中的水分动态。这种方法可以同时量化流动水和化学结合水,并提供纳米尺度的孔隙网络演化分辨率。固体回波测量显示,化学结合水在第一个小时内急剧增加,表明钙矾石的快速形成。CPMG测量显示,凝胶孔在第一个小时内迅速增加,反映了C3S水化加速。在CSA-UHPC中,凝胶孔隙在4小时内成为主要的孔隙类型,而在常规UHPC中则需要20小时。在同一时期,还观察到层间孔隙的增加,表明C-S-H结构致密化。此外,CSA水泥的加入导致孔隙结构细化,凝胶孔径减小,同时保持相当的抗压强度。这些趋势得到等温量热法、x射线衍射、热重分析和汞侵入孔隙法的支持,验证了1H NMR的发现。综合研究结果有助于更好地理解CSA-UHPC中层间孔隙、凝胶孔隙和化学结合水的变化,以及相关的水分动力学和孔隙结构发育。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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