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Investigation the Effect of Different Nano Materials on the Compressive Strength of Cement Mortar

机译:不同纳米材料对水泥砂浆抗压强度的影响

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In the present study, the compressive strength assessments of cement mortar containing different amounts of ZrO2, SiO_2, Al_2O_3 and CaCO_3 nanoparticles have been investigated. Four different contents for each nanoparticles type were utilized as a partial replacement of cement 1%, 1.5%, 3% and 5% by the cement weight. The compressive strength was estimated for two ages (7) and (28) days. The end results manifested that the specimens' compressive strength enhanced via the addition of the nanoparticles of ZrO_2 and SiO_2 to the paste of cement till 3.0% and then decreased but remained greater than the reference mix. While, the compressive strength of specimens enhanced via the addition of the nanoparticles of Al_2O_3 and CaCO_3 ZrO2 up to 5%. Maximum compressive strength recorded was 42.5 MPa for mixes with 3% nano SiO_2 followed by 38 MPa, 37 MPa and 33.5 MPa for mixes with 4% nano Al2O_3, 3% nano and ZrO2 and 4% nano CaCO_3, respectively.
机译:在本研究中,已经研究了含有不同量的ZrO2,SiO_2,Al_2O_3和CaCO_3纳米颗粒的水泥砂浆的抗压强度评估。 每种纳米颗粒类型的四种不同的内容物用水解重量作为水泥1%,1.5%,3%和5%的部分替代。 估计抗压强度为2岁(7)和(28)天。 结束结果表明,通过将ZrO_2和SiO_2的纳米颗粒加入到水泥的糊状物至3.0%的糊状物中,试样增强,然后减少但保持大于参考混合物。 虽然,通过将Al_2O_3和CaCO_3 ZrO 2的纳米颗粒加入高达5%的纳米颗粒增强了试样的抗压强度。 记录的最大压缩强度为32.5MPa,用于3%纳米SiO_2,其次是38MPa,37MPa和33.5MPa分别用于与4%纳米Al2O_3,3%纳米和ZrO2和4%纳米CaCo_3混合的混合物。

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