苏胜忠. 2011: 边坡工程勘察中崩塌落石运动模式及轨迹分析. 工程地质学报, 19(4): 577-581.
    引用本文: 苏胜忠. 2011: 边坡工程勘察中崩塌落石运动模式及轨迹分析. 工程地质学报, 19(4): 577-581.
    SU Shengzhong. 2011: MOTION MODE,CALCULATION AND ANALYSIS ON ROCK FALLS IN SLOPE ENGINEERING INVESTIGATION. JOURNAL OF ENGINEERING GEOLOGY, 19(4): 577-581.
    Citation: SU Shengzhong. 2011: MOTION MODE,CALCULATION AND ANALYSIS ON ROCK FALLS IN SLOPE ENGINEERING INVESTIGATION. JOURNAL OF ENGINEERING GEOLOGY, 19(4): 577-581.

    边坡工程勘察中崩塌落石运动模式及轨迹分析

    MOTION MODE,CALCULATION AND ANALYSIS ON ROCK FALLS IN SLOPE ENGINEERING INVESTIGATION

    • 摘要: 崩塌落石作为边坡尤其是高陡边坡的一种浅表部破坏方式,是严重的地质灾害之一。它突发性强,随机性大,速度快,发生猛烈,一直是边坡工程勘察中的重点。由于形成崩塌落石灾害的危岩体多分布于高陡边坡上,从源头完全治理将耗费巨大的人力物力,目前更多的是采取致灾前的落石防护措施。本文在某典型公路沿线岩质边坡崩塌落石灾害工程勘察中运用运动学原理,将实际情况适当简化后,对崩塌落石的运动轨迹,即落石速度,弹跳高度,位移以及动能等运动特征,进行计算分析。根据计算结果,崩塌落石可以覆盖公路,严重影响公路的正常运行和行人安全,建议采用SNS柔性主动防护网进行落石防护,并给出了具体布设位置和相关参数。

       

      Abstract: As a superficial failure mode of slope especially high and steep slope,rock falls is one of the severe geological disasters.It is always the emphasis in slope engineering investigation for its characteristics of sudden occurrence,fast speed and violent power.Due to the dangerous rock masses triggering rock falls disasters mostly scatter at top of high and steep slopes and it will cost huge manpower and material resources with the attempt to manage the disasters totally there,it mostly adopts rockfalls prevention solutions before rockfalls causing disaster now.After some proper simplification in theory based on practical situation,this paper applies kinematics into some typical Rock falls disaster in Slope Engineering Investigation along a road to calculate and analyze the motion trail of rock falls,likes rock falls velocity,bounce height,displacement and kinetic energy.As a result,rock falls could cover the road with a serious impact on the normal operation of road and pedestrians safety.It is suggested that SNS flexible active protection net should be adopted to prevent rock falls and provides specific fixed locations and relevant parameters.

       

    /

    返回文章
    返回