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The effects of seawater on the hydration, microstructure and strength development of Portland cement pastes incorporating colloidal silica

机译:海水对胶体二氧化硅胶粘浆料水合,微观结构和力量发展的影响

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This contribution investigates the effects of seawater and colloidal silica (NS) in the amounts of 1, 3 and 5?wt%, respectively, on the hydration, strength development and microstructural properties of Portland cement pastes. The data reveal that seawater has an accelerating effect on cement hydration and thus a significant contribution to early strength development was observed. The beneficial effect of seawater was reflected in an improvement in compressive strength for up to 14 days of hydration, while in the 28?days compressive strength values were comparable to that of cement pastes produced with demineralized water. The combination of seawater and NS significantly promotes cement hydration kinetics due to a synergistic effect, resulting in higher calcium hydroxide (CH) production. NS can thus react with the available CH through the pozzolanic reaction and produce more calcium silicate hydrate (C-S-H) gel. A noticeable improvement of strength development, as the result of the synergistic effect of NS and seawater, was therefore observed. In addition, mercury intrusion porosimetry (MIP) tests confirmed significant improvements in microstructure when NS and seawater were combined, resulting in the production of a more compact and dense hardened paste structure. The optimal amount of NS to be mixed with seawater, was found to be 3?wt% of cement.
机译:该贡献分别研究了海水和胶体二氧化硅(NS)的影响,分别为1,3和5〜5·wt%,分别对波特兰水泥浆料的水化,强度发育和微观结构性能。数据显示,海水对水泥水合的影响加速,因此观察到对早期强度发展的显着贡献。海水的有益效果在抗压强度的改善中反映了最多14天的水合,而在28?天的抗压强度值与用脱矿质水产生的水泥糊性相当。由于协同效应,海水和NS的组合显着促进了水泥水合动力学,导致氢氧化钙(CH)产生。因此,NS可以通过Pozzolanic反应与可用的CH反应,并产生更多硅酸钙水合物(C-S-H)凝胶。因此,由于NS和海水的协同作用,因此观察到强度发展的显着提高。此外,汞侵入孔隙瘤(MIP)试验证实了NS和海水组合时微观结构的显着改善,导致生产更紧凑且密集的硬化浆料结构。发现与海水混合的NS的最佳数量为3?WT%的水泥。

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