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Effects of densified silica fume on microstructure and compressive strength of blended cement pastes

机译:致密化硅粉对掺和水泥浆的微观结构和抗压强度的影响

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摘要

Some experimental investigations on the microstructure and compressive strength development of silica fume blended cement pastes are presented in this paper. The silica fume replacement varies from 0 percent to 20 percent by weight and the water/binder ratio (w/b) is 0.4. The pore structure by mercury intrusion porosimetry (MIP), the micromorphology by scanning electron microscopy (SEM) and the compressive strength at 3, 7, 14, 28, 56 and 90 days have been studied. The test results indicate that the improvements on both microstructure and mechanical properties of hardened cement pastes by silica fume replacement are not effective due to the agglomeration of silica fume particles. The unreacted silica fume remained in cement pastes, the threshold diameter was not reduced and the increase in compressive strength was insignificant up to 28 days. It is suggested that the proper measures should be taken to disperse silica fume agglomeration to make it more effective on improving the properties of materials.
机译:本文对硅粉水泥浆的微观结构和抗压强度发展进行了一些实验研究。硅粉的替代量为0%至20%(重量),水/粘合剂比(w / b)为0.4。研究了压汞法(MIP)的孔结构,扫描电镜(SEM)的微观形貌和在3、7、14、28、56和90天的抗压强度。测试结果表明,由于硅粉颗粒的团聚,通过硅粉替代对硬化水泥浆的微观结构和机械性能的改善均无效。未反应的硅粉残留在水泥浆中,阈值直径没有减小,并且在28天之内抗压强度的增加是微不足道的。建议采取适当的措施分散硅粉团聚,使其更有效地改善材料的性能。

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