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Cement-Stabilized Waste Sand as Sustainable Construction Materials for Foundations and Highway Roads

机译:水泥稳定废砂作为地基和公路的可持续建筑材料

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摘要

In this study, cement-treated waste sand as a by-product material produced from Al-Ahsa quarries (Saudi Arabia) was experimentally tested and investigated as a base course material for the foundation of structures and roads. The study aimed to use the waste sand as a construction material by improving its strength, bearing capacity, and stiffness. The waste sand was mixed with different percentages of Portland cement content (0, 2, 4, 6, and 8%) at the maximum dry density and optimum water content of the standard Proctor compaction conditions of a non-treated sample. Unconfined compressive strength and California Bearing Ratio (CBR) tests for different curing times were conducted. X-ray diffraction (XRD), laser-scanning microscopy (LSM), and X-ray spectroscopy (XPS) were used to explore the microstructure and composition of the treated sand. The results showed that the compressive strength, initial tangent modulus, and CBR of the treated sand increase with the increase in cement content and curing time. Furthermore, good correlations were established among the strength, initial tangent modulus, and CBR. Based on the obtained results, cement-stabilized waste sand is a potential material for use in construction. This is expected to save the environment and reduce the cost of road construction.
机译:在这项研究中,以水泥处理过的废砂作为副产品从Al-Ahsa采石场(沙特阿拉伯)生产而来,进行了实验测试和研究,以此作为基础建筑和道路的基础材料。该研究旨在通过提高废砂的强度,承载能力和刚度来将其用作建筑材料。在未处理样品的标准Proctor压实条件下,在最大干密度和最佳含水量下,将废砂与不同百分比的波特兰水泥含量(0、2、4、6和8%)混合。进行了不同固化时间的无侧限抗压强度和加利福尼亚承载比(CBR)测试。 X射线衍射(XRD),激光扫描显微镜(LSM)和X射线光谱学(XPS)用于研究处理过的砂的微观结构和组成。结果表明,处理后的砂土的抗压强度,初始正切模量和CBR随着水泥含量和固化时间的增加而增加。此外,在强度,初始切线模量和CBR之间建立了良好的相关性。根据获得的结果,水泥稳定的废砂是用于建筑的潜在材料。这有望节省环境并降低道路建设成本。

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