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Compactness and hardened properties of machine-made sand mortar with aggregate micro fines

机译:用聚集体微粒的机制砂砂浆的紧凑性和硬化性能

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Machine-made sand (MS) has become a hot topic in construction materials due to the depletion and scarcity of natural river sand. Aggregate micro fines (AMF) of varied contents were included in MS during the manufacturing process. To quantify the filling role of AMF in MS mortars, a physical packing model together with the related mathematical model of fresh mortar was established by considering the water as a void component in fresh mortar mixture. A total 42 MS mortar mixes with different water-cement (W/ C) ratios (0.45, 0.5, 0.55, 0.6), different sand-cement (S:C) ratios (1:1, 2:1, 3:1) and different contents of AMF (0 wt%, 5 wt%, 10 wt%, 15 wt%, 20 wt%, 25 wt%) were prepared. The effects of AMF on the bulk density and compactness of fresh mortar, flexural and compressive strength, pore structure and microstructure of hardened mortar were investigated. The results show that the changing trend of compactness of fresh mortar is in consistent with the results of the bulk density and mechanical properties of the mortar. The optimal contents of AMF are found to be dependent on the W/C and S:C ratios. Our results show that, when S:C = 2.5:1, the optimal contents of AMF by weight of MS are 5 wt%, 10 wt%, 15 wt%, and 20 wt% for the mixes with the W/C ratios of 0.45, 0.5, 0.55, and 0.6, respectively; when the W/C = 0.5, the optimal AMF contents are 5 wt%, 10 wt%, and 15 wt% for the mixes with the S:C ratios of 1:1, 2:1, and 3:1, respectively. The results of mercury intrusion porosimetry (MIP) and electron backscattered diffraction (EBSD) show that the AMF can modify the pore structure and enhance the interfacial transition zone (ITZ) of mortar. (C) 2020 Elsevier Ltd. All rights reserved.
机译:由于天然河砂的耗尽和稀缺,机械制造的沙子(MS)已成为建筑材料的热门话题。在制造过程中,MS中包含各种内容物的聚集体微鳍片(AMF)。为了量化MS砂浆中AMF的填充作用,通过将水作为新鲜砂浆混合物中的空隙组分认为水来确定与新鲜砂浆相关数学模型的物理包装模型。总42ms砂浆混合物与不同的水水泥(W / C)比(0.45,0.5,0.55,0.6),不同的砂水泥(S:C)比率(1:1,2:1,3:1)制备不同含量的amf(0wt%,5wt%,10wt%,15wt%,20wt%,25wt%)。研究了AMF对新鲜砂浆,弯曲和抗压强度,孔隙结构和硬化砂浆的微​​观密度和紧凑性的影响。结果表明,新砂浆的紧凑性变化趋势与砂浆的堆积密度和机械性能的结果一致。发现AMF的最佳含量依赖于W / C和S:C比率。我们的结果表明,当S:C = 2.5:1时,MS的重量的最佳含量为5wt%,10wt%,15wt%,与W / C比的混合物的20wt% 0.45,0.5,0.55和0.6分别;当W / C = 0.5时,最佳AMF含量为5wt%,10wt%和15wt%,分别为1:1,2:1和3:1的S:C比率。汞侵入孔隙瘤(MIP)和电子背散射衍射(EBSD)的结果表明,AMF可以改变孔结构并增强砂浆的界面过渡区(ITZ)。 (c)2020 elestvier有限公司保留所有权利。

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