微观结构
材料科学
收缩率
抗弯强度
抗压强度
多孔性
扫描电子显微镜
水泥
胶凝的
绿泥石
复合材料
微晶
冶金
相(物质)
地质学
古生物学
化学
有机化学
作者
Jian Huang,Guangfeng Xu,Shujie Chen,Demei Yu,Tengfei Fu,Chao Feng,Yulin Wang
出处
期刊:Materials
[MDPI AG]
日期:2024-05-09
卷期号:17 (10): 2234-2234
摘要
The production of manufactured sand and stone processing can cause dust pollution due to the generation of a significant amount of stone powder. This dust (mainly granite powder) was collected and incorporated as a cement replacement into mass-manufactured sand concrete in order to enhance the mechanical properties and microstructures. The heat of the hydration was measured by adding the granite powder into the cementitious material system. The mechanical properties, autogenous shrinkage, and pore structures of the concrete were tested. The results showed that the mechanical strength of the concrete increased first and then decreased with the increase in granite powder content. By replacing the 5% cement with the granite powder, the 28 d compressive and flexural strength increased by 17.6% and 20.9%, respectively. The autogenous shrinkage was mitigated by the incorporation of the 10% granite powder and decreased by 19.7%. The mechanism of the granite powder in the concrete was studied by X-ray diffraction (XRD), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP). The porosity decreased significantly within the 10% granite powder. A microstructure analysis did not reveal a change in the type of hydration products but rather that the granite powder played a role in the microcrystalline nucleation during the hydration process.
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