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李璐, 林承鑫, 柴雨萱, 石硕, 吴永康, 李旭. 压实度和疏水剂掺量对疏水土料击穿压力影响规律研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240364
引用本文: 李璐, 林承鑫, 柴雨萱, 石硕, 吴永康, 李旭. 压实度和疏水剂掺量对疏水土料击穿压力影响规律研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240364
Influence of compaction and hydrophobic agent content on the breakthrough pressure of hydrophobic soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240364
Citation: Influence of compaction and hydrophobic agent content on the breakthrough pressure of hydrophobic soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240364

压实度和疏水剂掺量对疏水土料击穿压力影响规律研究

Influence of compaction and hydrophobic agent content on the 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。本文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50kPa。本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 temperature phase changes are crucial causes of frost damage in soils in cold regions. Modifying soil to impart hydrophobic properties can effectively enhance its water resistance, offering a new approach to improving the frost and seepage resistance of soils in these regions. This study selected the representative silty clay from Qinghai, a typical cold region, and prepared soil samples with varying compaction degrees and hydrophobic agent contents using a novel hydrophobic agent. Through a series of contact angle tests and breakthrough pressure experiments, the effects of compaction degree and hydrophobic agent content on the water repellency and breakthrough pressure of the soil samples were investigated. The results indicated that the water repellency of the modified Qinghai silty clay approached superhydrophobic levels. Increasing the compaction degree and optimizing the hydrophobic agent content significantly improved the contact angle and breakthrough pressure of the soil. There was a positive correlation between breakthrough pressure and compaction degree, and the breakthrough pressure exhibited a unimodal distribution with varying hydrophobic agent content. Under the conditions of a compaction degree of 0.95 and a hydrophobic agent content of 13.0%, the hydrophobic soil exhibited 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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