压实度和疏水剂掺量对疏水土料击穿压力影响规律研究

    Influences of compaction and content of hydrophobic agent on breakthrough pressure of hydrophobic soil

    • 摘要: 水的入渗、迁移及温度相变是寒区土体发生冻害的重要原因,对土体进行改性使其具备疏水性可有效提升其阻水性能,是增强寒区土体抗渗抗冻害性能的新思路。选取具有寒区代表性的青海粉质黏土,采用新型疏水剂制备了不同压实度和疏水剂掺量的土样,通过一系列接触角测试和击穿压力试验,研究了压实度和疏水剂掺量对土样斥水能力和击穿压力的影响规律。研究结果表明:青海粉质黏土经改性处理后,其斥水能力接近超疏水水平;提高压实度及优化疏水剂掺量可显著提高土体的接触角和击穿压力。击穿压力与压实度呈正相关,并随着疏水剂掺量的变化呈现单峰分布;在压实度为0.95、疏水剂掺量为13.0%的条件下,疏水土展现出最高击穿压力,达到约50 kPa。研究为寒区土体抗渗设计提供了新的试验依据,并为未来疏水土在寒区工程的应用提供参考。

       

      Abstract: Water infiltration, migration, and phase change of temperature are the crucial causes of frost damage in soils in cold regions. Modifying the soils to impart hydrophobic properties can effectively enhance their water resistance, offering a new approach to improving the frost and seepage resistance of the soils in these regions. The representative silty clay from Qinghai, a typical cold region, is selected, and the soil samples with varying compaction degrees and contents of hydrophobic agent using a novel hydrophobic agent are prepared. Through a series of contact angle tests and breakthrough pressure experiments, the effects of the compaction degree and the content of hydrophobic agent on the water repellency and breakthrough pressure of the soil samples are investigated. The results indicate that the water repellency of the modified Qinghai silty clay approaches superhydrophobic levels. Increasing the compaction degree and optimizing the content of hydrophobic agent significantly improves the contact angle and breakthrough pressure of the soils. There is a positive correlation between the breakthrough pressure and the compaction degree, and the breakthrough pressure exhibits a unimodal distribution with varying contents of hydrophobic agent. Under the conditions of a compaction degree of 0.95 and a content of hydrophobic agent of 13.0%, the hydrophobic soil exhibits the highest breakthrough pressure, reaching approximately 50 kPa. This study provides new experimental evidence for the design of seepage-resistant soils in cold regions and offers a reference for the future application of hydrophobic soils in cold region engineering.

       

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