振动载荷下矿山排土场边坡动力响应研究

    Research on the dynamic response of the slope of mine dump under vibration load

    • 摘要: 露天矿开采过程产生的振动会引发排土场边坡放大效应,本文利用数值模拟方法,以地面加速度峰值放大系数为指标,分析振动波在排土场边坡的传递规律及边坡物理力学参数与振动波参数对放大效应的影响。结果表明,振动波在边坡内部向上传播时,放大效应随高程增加逐渐增强,至表面达最大值,其中坡顶平台与坡面交界处放大效应最显著。边坡物理力学参数和振动波参数对排土场边坡振动波放大效应有影响,内摩擦角、振动波频率及振幅增大时放大效应减弱,台阶高度增大时放大效应先增强后减弱,黏聚力改变对放大效应无显著影响。研究成果可为矿山排土场重点加固位置确定及稳定性监测分析提供依据和支撑。

       

      Abstract: Open-pit mining vibrations can cause dump slope amplification. This paper uses numerical simulation with peak ground acceleration amplification factors as the index. It analyzes vibration wave transmission in the dump slope and the influence of slope physical-mechanical parameters and vibration wave parameters on the amplification effect. Results show that as the vibration wave propagates upward in the slope, the amplification effect grows with elevation, peaking at the surface, especially at the crest platform-slope surface junction. Slope and vibration wave parameters affect the amplification. An increase in internal friction angle, vibration wave frequency and amplitude weaken the amplification, while an increase in bench height strengthens then weakens it. Cohesion change has little effect. The findings support determining key reinforcement positions and stability monitoring of mine dumps.

       

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