Performance of concrete containing different ratios of metakaolin and magnetized water

Mostafa M. Keshta , Mohamed M. Yousry Elshikh , Ahmed M. Elkerany
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Abstract

Metakaolin (MK) is an eco-friendly cementitious material. Incorporating MK as a partial or additive for cement in concrete can negatively affects its workability, especially at higher replacement levels, and may also adversely affect concrete strength. Magnetized water (MW) is a technique of treating regular tap (TW) water by exposing it to a magnetic field with a specific intensity and a certain number of cycles, making the water magnetized. The incorporation of MK and MW in concrete promotes sustainability by reducing cement consumption, thereby lowering carbon emissions. This research investigates the effects of using magnetized water (MW), prepared in a magnetic field of 1.4 tesla, on the workability and compressive strength of concrete containing MK in different ratios. MK was incorporated at 5 %, 10 %, and 20 % as either a partial replacement or additive to cement by weight. Two sets of concrete mixes were prepared: one with MK (ranging from 0 % to 20 % as a replacement and additive) mixed with ordinary tap water (TW), and the other with the same MK percentages mixed with MW. The results of the hardened concrete tests indicated that the optimal MK ratio for concrete was 10 + % (10 % as an addition to cement), whether or not MW was used. The slump of concrete decreased when TW was used; however, using MW improved the slump by up to 2 %. The compressive strength increased by 13 %, 11 %, and − 5 % at 7, 28, and 365 days, respectively, with no MK and the use of MW. When 10 + % MK was used with MW, the compressive strength improved by 5 %, 0 %, and − 5 % at 7, 28, and 365 days, respectively. Also, in the SEM images, the cement pastes in the presence of MK and MW became denser and more cohesive compared to the control mix without them, indicating an improvement in the hydration process with the efficient use of MW. Also, FTIR analysis was conducted to the optimal mixes to show the function groups of these mixes in microscale. Finally, the results of water properties indicated that using MW increase TDS and pH up to 14 % compared to using TW.
不同偏高岭土与磁化水掺量混凝土性能研究
偏高岭土(MK)是一种环保型胶凝材料。在混凝土中加入MK作为水泥的部分或添加剂会对其和易性产生负面影响,特别是在较高的替代水平下,也可能对混凝土强度产生不利影响。磁化水(MW)是一种处理自来水的技术,通过将水暴露在具有特定强度和一定循环次数的磁场中,使水磁化。MK和MW在混凝土中的结合通过减少水泥消耗来促进可持续性,从而降低碳排放。研究了在1.4特斯拉磁场条件下制备磁化水(MW)对不同配比含MK混凝土和易性和抗压强度的影响。MK加入量分别为5 %、10 %和20 %,作为水泥的部分替代品或添加剂(按重量计)。配制了两组混凝土配合比:一组以MK(0 % ~ 20 %作为替代和添加剂)与普通自来水(TW)混合,另一组以相同比例的MK与MW混合。硬化混凝土试验结果表明,无论是否添加MW,混凝土的最佳MK比均为10 + %(水泥掺量为10 %)。使用TW时,混凝土坍落度减小;然而,使用MW可使坍落度提高2 %。在不添加MK和MW的情况下,抗压强度在第7、28和365天分别提高了13 %、11 %和- 5 %。当10 + % MK与MW混合使用时,抗压强度在第7、28和365天分别提高了5 %、0 %和- 5 %。此外,在SEM图像中,与不含MK和MW的对照相比,存在MK和MW的水泥浆体变得更致密,更有凝聚力,表明有效利用MW改善了水化过程。并对最佳混合料进行了FTIR分析,在微观尺度上显示了这些混合料的功能基团。最后,水性质的结果表明,与使用TW相比,使用MW可使TDS和pH提高14 %。
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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