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Utilization phosphogypsum as a construction material for road base: a case study in Vietnam

机译:利用磷光膏作为道路基地的建筑材料:越南案例研究

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Phosphogypsum (PG) is a by-product of the production of fertilizers from phosphate ores, and it contains some harmful substances to the environment. Thus, it is necessary to stabilize/solidify pollutants when using PG as a filling material. The purpose of this study is to investigate and verify the use of PG as a filling material for a road base through laboratory tests for a case study in Vietnam. In this study, PG incorporated with fly ash was stabilized with cement and lime. The specimens of these mixtures were then prepared and cured under wet and dry conditions. The mechanical properties of specimen were investigated through the unconfined compressive strength (UCS), California bearing ratio (CBR), and modulus of elasticity. The physical property of this stabilization was examined using scanning electron microscopy. A toxicity characteristic leaching procedure test was also conducted to assess environmental impact. The results showed that when PG was replaced partially by other materials such as cement, fly ash, lime, or sand, the maximum dry densities of specimens were increased, and their optimum moisture contents were decreased. The inclusion of 10% of FA and 10% of cement or 20% of FA, 5% of lime, and 5% of cement significantly enhanced the UCS of specimens using PG at the ages of 28 days. The compressive strength under the dry condition was higher than that under the wet condition. Additionally, all mixtures showed a higher modulus of elasticity and CBR value than the requirement of road base material. The utilization of original PG can be successfully used as raw material in stabilization for applying in the pavement layers of road construction. The obtained results in the present work showed that the physico-mechanical properties in terms of unconfined compressive strength, modulus of elasticity, CBR of PG specimens could satisfy the requirement for the subgrade, subbase, or base course of road construction even when the content of PG comes up to 90%.
机译:磷膏(PG)是磷酸盐矿石生产的副产物,它含有一些有害物质对环境。因此,当使用PG作为填充材料时,必须稳定/凝固污染物。本研究的目的是研究和验证PG作为道路基地的填充材料,通过实验室试验在越南进行案例研究。在本研究中,用水泥和石灰稳定掺入粉煤灰的PG。然后制备这些混合物的标本并在湿和干燥条件下固化。通过非束缚的抗压强度(UCS),加州轴承比(CBR)和弹性模量来研究样品的力学性能。使用扫描电子显微镜检查该稳定化的物质性质。还进行了毒性特征浸出程序测试以评估环境影响。结果表明,当PG被其他材料(如水泥,粉煤灰,石灰或沙子)部分替换时,样品的最大干燥密度增加,并且它们的最佳水分含量降低。包含10%的FA和10%的水泥或20%的FA,5%的石灰,5%的水泥显着增强了28天的PG的UCS的UCS。干燥条件下的抗压强度高于湿条件下的抗压强度。另外,所有混合物显示出比道路基材的要求更高的弹性模量和CBR值。原始PG的利用可以成功用作稳定的原料,以施加在路面结构的道路结构中。本作者所获得的结果表明,在不合适的抗压强度,弹性模量,PG标本的弹性模量,CBR标本的基础型,即使在含量的情况下也可以满足路程的要求PG达到90%。

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