ISSN 1000-3665 CN 11-2202/P

    轮胎碎片加筋路基土大型动三轴试验

    Large dynamic triaxial test of tire scrap reinforced subgrade soil

    • 摘要: 由于列车速度标准不断提高,车轮与轨道面之间振幅增大,路基承受的上部载荷也相应增大,加速路基病害生成。如何在提高列车速度的同时保证铁路路基结构仍具有良好稳定性尤为重要。运用废旧轮胎碎片作为路基回填材料可提高岩土性能的同时进行固废利用,降低环境污染。但少有研究轮胎碎片运用到铁路路基土并研究其动力稳定性。为验证轮胎碎片运用于高速铁路路基填料可行性,开展了一系列素路基土与轮胎碎片混填路基土大型动三轴试验,研究混填铁路路基土动力性能。素路基土掺入轮胎碎片后可降低土体轴向累积变形,动应力-动应变滞回曲线具有显著非线性规律,掺入轮胎碎片与提高动荷载幅值可增强试样对动应力的敏感性;动弹模量受动荷载幅值影响相对较高,围压与轮胎碎片掺量对土体动弹模量发展趋势作用不明显;掺入轮胎碎片与增大围压可提高砂类土动强度,且效果最优掺量为3.5%。试验结果可为较大直径轮胎碎片混填铁路路基动力稳定性分析提供一定技术参数与理论依据。

       

      Abstract: With the continuous increase in train speed standards, the vibration amplitude between wheels and tracks intensifies, resulting in greater loads transmitted to the subgrade. These elevated stresses accelerate the development of subgrade deterioration, thereby compromising operational safety, train speed, and passenger comfort. Stability of railway subgrade structures under higher-speed conditions has thus become a critical engineering challenge. The incorporation of waste tire fragments as backfill material offers dual benefits—enhancing geotechnical performance and promoting the sustainable reuse of solid waste materials while mitigating environmental pollution. However, limited studies have addressed the application of large-diameter tire fragments reinforced in railway subgrade soil and studying their dynamic stability. To verify the feasibility of using tire fragments as fill material for high-speed railway subgrade, a series of large-scale dynamic triaxial tests were conducted on mixed subgrade soil composed of natural subgrade soil and tire fragments, aiming to investigate the dynamic performance of the mixed railway subgrade soil. The results revealed that incorporating tire chips into natural subgrade soil can reduce axial cumulative deformation. The dynamic stress-strain hysteresis curve presents significant non-linear characteristics, and the addition of tire chips enhances the sensitivity of the sample to dynamic stress with an increase in dynamic load magnitude. The dynamic elastic modulus is relatively sensitive to the dynamic load magnitude, while the influences of confining pressure and the amount of tire chips on the development trend of the soil dynamic elastic modulus are not significant. Adding tire chips and increasing the confining pressure can improve the dynamic strength of sandy soil, with the optimal mixing ratio being 3.5%. These test findings offer valuable technical parameters and a theoretical foundation for analyzing the dynamic stability of railway subgrade filled with large-diameter tire fragments.

       

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