Durability Assessment of Sustainable Mortar by Incorporating the Combination of Solid Wastes: An Experimental Study

Mohammad Nadeem Akhtar, D. Malkawi, K. Bani-Hani, Abdallah I. Husein Malkawi
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Abstract

The excessive mining of high-quality river sand for cement sand mortar resulted in environmental impacts and ecological imbalances. The present study aims to produce sustainable mortar by combining solid waste such as desert sand, stone dust, and crumb rubber to fully replace river sand. In addition, replacing cement with silica fume helps reduce the environmental carbon footprint. The present research prepared three types of mortar mixes: natural dune sand mortar (M1), natural dune sand stone dust crumb rubber mortar (M2), and natural dune sand stone dust crumb rubber silica fume mortar (M3). The developed mortar samples were examined at ambient and elevated temperatures of 100°C, 200°C, and 300°C for 120 minutes. Furthermore, 3 cycles of 12 hours each at freezing temperature (-10° ± 2°C) and crushed ice cooling (0° to -5°C) were also tested. Results of the study showed an increment in compressive strength values in M1, M2, and M3 mortar mixes (up to 200°C). Later, an abrupt drop in the compressive strength was noticed at 300°C in all mixes M1, M2, and M3, respectively. The mix M3 combinations resist heating impacts and perform significantly better than other mixes M1 and M2. Also, M3 combinations resist the cooling effect better than M1 and M2. It can be concluded that the mortar mix M3 with desert sand, stone dust, crumb rubber, and silica fume combination is considered the best mix for both heating and cooling resistance. Hence, the developed sustainable mortar M3 combination can be utilized in all adverse weather conditions. Doi: 10.28991/CEJ-2023-09-11-09 Full Text: PDF
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利用固体废物组合评估可持续砂浆的耐久性:实验研究
过度开采优质河砂用于水泥砂浆,造成了环境影响和生态失衡。本研究旨在结合沙漠砂、石粉和橡胶屑等固体废弃物,生产可持续砂浆,以完全替代河砂。此外,用硅灰替代水泥有助于减少环境碳足迹。本研究制备了三种砂浆混合物:天然沙丘砂砂浆(M1)、天然沙丘砂石尘屑橡胶砂浆(M2)和天然沙丘砂石尘屑橡胶硅灰砂浆(M3)。研制出的砂浆样品在 100°C、200°C 和 300°C 的环境温度和高温下进行了 120 分钟的测试。此外,还在冷冻温度(-10° ± 2°C)和碎冰冷却温度(0° 至 -5°C)下进行了 3 次循环试验,每次 12 小时。研究结果表明,M1、M2 和 M3 混合砂浆的抗压强度值有所提高(最高可达 200°C)。随后,所有 M1、M2 和 M3 混合料的抗压强度分别在 300°C 时突然下降。混合料 M3 组合能抵御加热冲击,其性能明显优于其他混合料 M1 和 M2。此外,M3 组合比 M1 和 M2 更能抵抗冷却效应。由此可以得出结论,含有沙漠砂、石粉、碎橡胶和硅灰的砂浆 M3 组合被认为是耐热和耐冷性能最好的组合。因此,开发的可持续砂浆 M3 组合可在所有恶劣天气条件下使用。Doi: 10.28991/CEJ-2023-09-11-09 全文:PDF
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