Wang Jianghua, Xue Cuizhen, Zhang Yu, Li Qiangming, Han Yixuan, Qiao Hongxia
College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China.
Western Advanced Civil Engineering Materials Innovation Research Center, Lanzhou 730050, China.
Materials (Basel). 2023 Jul 6;16(13):4857. doi: 10.3390/ma16134857.
This study explored the potential of granite stone powder (GSP) as a supplementary cementitious material (SCM). The 72 h early hydration process stages of GSP-mixed slurry were analyzed in depth, and the mechanical properties of manufactured sand concrete (MSC) mixed with GSP were investigated. Physical phase types, morphological characteristics, and pore structure evolution were investigated using an X-ray diffractometer, scanning electron microscope, and mercury intrusion approach (MIP). Atomic force microscopy was used to show the interface transition zone between aggregate and slurry in phase images, height images, and 3D images, allowing quantification of ITZ and slurry by calculating the roughness. Gray entropy analysis was used to evaluate the significance of the effect of pore size distribution parameters on mechanical strength, and the GSP-content-mechanical-strength gray model GM (1, 1) was established to predict mechanical strength. The results indicate that, compared with the reference group, the GSP cement slurry system exhibited a delayed hydration process acceleration rate, with a 1.04% increase in cumulative heat of hydration observed in the 5% test group and an 11.05% decrease in the 15% test group. Incorporating GSP in MSC led to decreased mechanical properties at all ages, with significant decay observed when incorporation ranged from 10% to 15%. Although the type of hydration products remained unchanged, there was a decrease in the number of C-S-H gels and gel pores, while large pores increased, resulting in increased porosity and roughness of the interface transition zone and slurry. Large pores (>1000 nm) were found to have the greatest influence on mechanical strength, with gray correlation above 0.86. The GM (1, 1) model yielded accurate predictions, showing good agreement with measured data and thus it can be identified as belonging to a high-precision prediction model category. These findings provide theoretical support and a reference for applying GSP as an SCM, laying the groundwork for data-based specification development.
本研究探讨了花岗岩石粉(GSP)作为辅助胶凝材料(SCM)的潜力。深入分析了掺GSP浆料的72小时早期水化过程阶段,并研究了掺GSP的机制砂混凝土(MSC)的力学性能。使用X射线衍射仪、扫描电子显微镜和压汞法(MIP)研究了物理相类型、形态特征和孔隙结构演变。利用原子力显微镜在相位图像、高度图像和三维图像中显示骨料与浆料之间的界面过渡区,通过计算粗糙度对界面过渡区和浆料进行量化。采用灰色熵分析评估孔径分布参数对力学强度影响的显著性,并建立了GSP含量-力学强度灰色模型GM(1,1)来预测力学强度。结果表明,与对照组相比,GSP水泥浆体系的水化过程加速率延迟,5%试验组的水化累积热增加1.04%,15%试验组降低11.05%。在MSC中掺入GSP导致各龄期力学性能下降,掺入量在10%至15%时下降显著。虽然水化产物类型不变,但C-S-H凝胶和凝胶孔数量减少,大孔增加,导致界面过渡区和浆料的孔隙率和粗糙度增加。发现大孔(>1000 nm)对力学强度影响最大,灰色关联度高于0.86。GM(1,1)模型预测准确,与实测数据吻合良好,可归为高精度预测模型类别。这些研究结果为GSP作为SCM的应用提供了理论支持和参考,为基于数据的规范制定奠定了基础。