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Study on Mechanical Properties of the Expansive Soil Treated with Iron Tailings Sand

机译:铁尾砂处理膨胀土的力学性能研究

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Aiming at researching shear strength parameters of expansive soil modified by industrial waste iron tailings sand, the enhancement of expansive soil is explored from macroscopic and microscopic aspects. After characterization and testing by various means, the results show that expansive soil modified by iron tailings sand will increase the maximum dry density of the improved soil and reduce its optimal moisture content, which is beneficial in tuning the moisture content at the construction site. In addition, iron tailings sand can improve the shear strength of expansive soils. The influence of iron tailings sand on cohesion increases first, then decreases, and reaches the peak value at 30%, while the effect on internal friction angle exhibits a continuously increasing trend. Furthermore, according to mercury intrusion tests and microangle analysis, the addition of iron tailings sand can reduce the tiny pores and enhance the occlusal force of the soil. Simultaneously, it increases the number of large pores, maximizing the macroscopic strengthening of iron tailings sand towards the expansive soil.
机译:旨在研究工业废铁尾矿砂改性膨胀土的剪切强度参数,宏观和微观方面探讨了膨胀土的增强。通过各种方法进行表征和测试,结果表明,铁尾砂改性的膨胀土会增加改进的土壤的最大干密度,降低其最佳水分含量,这有利于调整建筑部位的水分含量。此外,铁尾矿砂可以提高膨胀土的剪切强度。铁尾矿砂对粘合的影响首先增加,然后减少,达到30%的峰值,而对内部摩擦角的影响表现出不断增加的趋势。此外,根据汞的入侵试验和微脉分析,加入铁尾矿砂可以减少微小的毛孔并增强土壤的咬合力。同时,它增加了大孔隙的数量,最大化铁尾气朝向膨胀土的宏观强化。

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