岩质多级边坡爆破震动的坡形效应研究

    Study on Slope Shape Effect of Multistage Slope Blasting Vibration in Rock Mass

    • 摘要: 岩质边坡的高程放大效应是边坡爆破振动主要研究内容之一,对研究爆破作用下边坡局部损伤破坏具有重要意义。通过建立爆破边坡模型,引入坡形影响因子,进而推导爆破震动波作用下多级边坡振动位移公式,结合现场监测数据进行对比分析,结果证明引入坡形的震动位移公式准确率能达到67%~72%,基本满足初步估算要求。

       

      Abstract: The elevation amplification effect of rock slope is one of the main research contents of slope blasting vibration, which has great significance to the damage of the slope under blasting action. Through the establishment of slope blasting model, introducing the slope shape influence factor, we deduce multi-stage slope vibration displacement formula under the action of blasting vibration wave. Combined with on-site monitoring data analysis, the accuracy rate of the introduced slope shape of vibration displacement formula can reach 67% to 72%, which basically meets the request of preliminary estimate.

       

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