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Effect of sea water and MgSO4 solution on the mechanical properties and durability of self-compacting mortars with fly ash/silica fume

机译:海水和MgSO4溶液对粉煤灰/硅粉自密实砂浆力学性能和耐久性的影响

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摘要

This experimental study was carried out to investigate the mechanical properties of self-compacting mortars (SCMs) containing binary and ternary mixtures of silica fume (SF) and fly ash (FA) immersed in sea water and 10% by weight magnesium sulfate (MgSO4) solution. 14 series of mortar specimens including control mixture were prepared by replacing Portland cement with 10%, 20% and 30% by weight of C class fly ash (FA) and 6%, 9%, 12% and 15% by weight of silica fume (SF). Ternary mixes were produced by replacing 10% of FA containing 6%, 9%, 12% and 15% of SF and 20% replacement of FA with 6% and 9% of SF. A total of 182 samples of 40 x 40 x 160 mm mortar were prepared and cured in water at 3, 28, 56 and 180 days and immersed in sea water and magnesium sulfate (MgSO4) solution at 28, 56, 90 and 180 days to observe SCMs behavior in hardened conditions. Durability properties were evaluated by capillary absorption (sorptivity and porosity tests). Mini slump flow diameter, viscosity and mini V-funnel flow time tests were performed to assess the fresh properties of SCMs containing FA and SF. The results showed that all binary and ternary mixes of SCMs and control specimens exposed to MgSO4 solution have increasing compressive and tensile strength up to 90 days then tend to decrease at the age of 180 days. The control specimens exposed to sea water showed the best resistance in terms of tensile strength. Porosity of SF binary blended SCMs cured in water at 28 days have higher values than ternary blended SCMs and the control specimens cured in water at 28 days have the lowest porosity. The SCMs exposed to magnesium sulfate solution, some deterioration such as crack formation due to surface softening was observed. (C) 2017 Elsevier Ltd. All rights reserved.
机译:进行这项实验研究是为了研究自密实砂浆(SCM)的力学性能,该砂浆含有浸入海水中的硅粉(SF)和粉煤灰(FA)的二元和三元混合物和10%重量比的硫酸镁(MgSO4)解。通过用10%,20%和30%重量的C级粉煤灰(FA)以及6%,9%,12%和15%重量的硅粉代替波特兰水泥来制备包括对照混合物的14系列砂浆样品(SF)。通过用10%的SF代替6%,9%,12%和15%的SF,用20%的FA代替6%和9%的SF来生产三元混合物。总共准备了182个40 x 40 x 160 mm砂浆样品,并在3、28、56和180天的水中固化,并在28、56、90和180天的时间里浸入海水和硫酸镁(MgSO4)溶液中。在硬化条件下观察SCM的行为。通过毛细吸收(耐久性和孔隙率测试)评估耐久性能。进行了最小坍落流直径,粘度和最小的V漏斗流动时间测试,以评估含有FA和SF的SCM的新鲜特性。结果表明,暴露于MgSO4溶液的SCM和对照样品的所有二元和三元混合物在90天内的抗压强度和拉伸强度都会增加,而在180天内会降低。就拉伸强度而言,暴露于海水的对照样品显示出最佳的抵抗力。在水中28天固化的SF二元共混SCM的孔隙率高于三元混合SCM,并且在水中28天固化的对照样品的孔隙率最低。 SCM暴露于硫酸镁溶液中,观察到一些劣化,例如由于表面软化而导致的裂纹形成。 (C)2017 Elsevier Ltd.保留所有权利。

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