The Durability of Concrete Mortars with Different Mineral Additives Exposed to Sulfate Attack

Shereen Jalil Saif Allah, Muayad Mohammed Kassim, Ghazwan Abdulsamad Salman
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Abstract

For several years, extensive research investigations have been conducted examining the effects of acids commonly encountered by industrial facilities in manufacturing environments. Numerous studies have been conducted to examine the durability of concrete containing various chemical additives and fine metals when exposed to various acid solutions, as well as the preventive steps taken to avoid the deterioration of concrete associated with these acids. This research includes an examination of enhancing the effectiveness and function of concrete when exposed to sulfuric acid. It explores the use of waterproofing (WP) and complementary cementitious materials (SCMs), including silica fume Nano silica and fly ash, as well as a water-reducing additive. Cube-shaped samples measuring 100 x 100 x 100 mm were prepared and completely immersed in 2.5% dilute sulfuric acid solution for 90 and 180 days. . Compressive strength, tensile strength, and absorption tests were performed after 28 days, as well as after immersion in a 2.5% dilute acid solution for 90 and 180 days. The results revealed that after 90 days, there was a 31% reduction in compressive strength for mixtures with 25% FA and 5% SF, and a 46% decrease for mixtures containing WP, when compared to their corresponding results at the 28 day age under standard conditions. Mineral admixtures significantly reduce absorption rates. After 90 days, WP had 3% absorption during acid exposure, and after 180 days, the 25% FA and 5% SF mixture had 2.3% absorption. This results from reduced permeable voids due to decreased capillary pores, enhancing concrete durability. The findings also indicated that the impact of exposure to acid on the strength characteristics of concrete becomes more pronounced with prolonged exposure. In addition, the inclusion of NS, SF, and FA in cement concrete results in the development of a unique material that can meet the growing need for construction materials. Furthermore, this technique delivers economic and environmental benefits by minimizing pollution caused by waste products such as FA and SF, which are a residual by-products of thermal power plants and ferrosilicon production respectively.
含有不同矿物添加剂的混凝土砂浆在硫酸盐侵蚀下的耐久性
多年来,人们一直在进行广泛的研究调查,探讨工业设施在生产环境中通常会遇到的酸的影响。已经进行了大量研究,以检查含有各种化学添加剂和精细金属的混凝土在暴露于各种酸溶液时的耐久性,以及为避免与这些酸有关的混凝土劣化而采取的预防措施。这项研究包括如何提高混凝土在硫酸环境中的效果和功能。它探讨了防水(WP)和补充胶凝材料(SCM)的使用,包括硅灰、纳米二氧化硅、粉煤灰以及减水添加剂。制备了尺寸为 100 x 100 x 100 毫米的立方体样品,并将其完全浸泡在 2.5% 的稀硫酸溶液中 90 天和 180 天。28 天后,以及在 2.5% 稀硫酸溶液中浸泡 90 天和 180 天后,分别进行了抗压强度、抗拉强度和吸水性测试。结果显示,与标准条件下 28 天的相应结果相比,90 天后,含 25% FA 和 5% SF 的混合物的抗压强度降低了 31%,含可湿性粉剂的混合物的抗压强度降低了 46%。矿物掺合料大大降低了吸收率。90 天后,可湿性粉剂在酸暴露期间的吸收率为 3%,180 天后,25% FA 和 5% SF 混合物的吸收率为 2.3%。这是因为毛细孔减少导致渗透空隙减少,从而提高了混凝土的耐久性。研究结果还表明,随着暴露时间的延长,酸暴露对混凝土强度特性的影响会变得更加明显。此外,在水泥混凝土中加入 NS、SF 和 FA 可以开发出一种独特的材料,满足对建筑材料日益增长的需求。此外,这种技术还能最大限度地减少 FA 和 SF 等废品造成的污染,从而带来经济和环境效益。
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