丁斌, 孟永旭, 裴晓东. 2021. 尼泊尔某项目滚石灾害的工程地质调查与评价[J]. 工程地质学报, 29(2): 554-563. doi: 10.13544/j.cnki.jeg.2020-046.
    引用本文: 丁斌, 孟永旭, 裴晓东. 2021. 尼泊尔某项目滚石灾害的工程地质调查与评价[J]. 工程地质学报, 29(2): 554-563. doi: 10.13544/j.cnki.jeg.2020-046.
    Ding Bin, Meng Yongxu, Pei Xiaodong. 2021. Engineering geological investigation and assessment on rockfall hazard of one project in Nepal[J]. Journal of Engineering Geology, 29(2): 554-563. doi: 10.13544/j.cnki.jeg.2020-046.
    Citation: Ding Bin, Meng Yongxu, Pei Xiaodong. 2021. Engineering geological investigation and assessment on rockfall hazard of one project in Nepal[J]. Journal of Engineering Geology, 29(2): 554-563. doi: 10.13544/j.cnki.jeg.2020-046.

    尼泊尔某项目滚石灾害的工程地质调查与评价

    ENGINEERING GEOLOGICAL INVESTIGATION AND ASSESSMENT ON ROCKFALL HAZARD OF ONE PROJECT IN NEPAL

    • 摘要: 滚石灾害是山区常见的地质灾害类型,研究滚石的运动特征对地质灾害调查及危险性评估有着重要意义。通过对尼泊尔某项目滚石灾害后现场进行工程地质调查,分析其灾害成因机制,查明事故原因。调查结果表明:9 ·15灾害非人类活动的影响,属自然地质灾害,造成事故的主要原因为超高位岩体崩塌,而滚石的范围又超过前期预测的危险区。通过现场痕迹分析,推测出滚石的运动路径。根据调查出的撞击点位置、物质组成及几何特征,作者提出运用运动学原理还原滚石运动轨迹,并利用rocfall软件对超高位危岩体崩落后的运动轨迹进行随机模拟分析,推算出超高位危岩体崩落后能量大小的变化,为防护措施方案提供可靠的依据。张口式帘式网韧性强,防护能级高,对高陡边坡滚石灾害能起到很好的效果。本文可为类似高陡边坡的危岩治理防护提供参考。

       

      Abstract: Rockfall hazard is a common type of geological hazard in mountain areas. It has significant meaning to research the character of rockfall for geological hazard investigation and risk assessment. A rockfall hazard occurred on 2018.9.15 during a project in Nepal. We investigated it at site and analyzed its genesis to find out the reason of the accident. The investigation results showed that"9.15 event" is a natural geological disaster and is not affected by human activities. The main cause of the accident is that the scope of rockfall from super high slope exceeded the scope which was predicted in the early stage. There are so many uncertainties in the rockfall movement. The movement pattern of rockfall has been predicted through the imprint analysis at site. According to impact point surface morphology, slope deposit material and geometrical characteristics, we calculate and analyze the motion trail and motion process of rockfall by the kinematics theory. In addition, combined with the scale of rockfall source area and the size, shape, mechanical properties of the rockfall blocks, we apply the Rocfall software to simulate and analyze the rockfall trail of super high slope. The Rocfall can calculate the energy of rockfall and provide the reliable basis for protection measures. The opening curtain type net has a good effect on preventing from high and steep slope rockfall disaster. This paper is useful to the investigation and prevention of dangerous rock of other similar height and steep slope, as reference.

       

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