›› 2016, Vol. 30 ›› Issue (2): 136-139.

• 工程实录 • 上一篇    下一篇

某露天矿坑南帮滑坡堆积体稳定分析与防治措施

崔峰   

  1. (北京恒华伟业科技股份有限公司,北京 10010)
  • 收稿日期:2015-12-25 出版日期:2016-04-20 发布日期:2016-04-27
  • 作者简介:崔 峰(1983-),男,工程师,研究方向为地质灾害、岩土工程勘察。

Evaluation and Remediation of a Landslide at the South Side of an Open Pit Mine

CUI Feng   

  1. (Beijing Forever Technology Co., Ltd., Beijing 100010)
  • Received:2015-12-25 Online:2016-04-20 Published:2016-04-27

摘要: 露天矿边坡坡体高、坡度大加之频繁爆破震动等人为因素,使滑坡成为露天矿最为常见的灾害之一。滑坡产生的堆积体具有宽级配和高松散度的特性,使滑坡堆积体的稳定性较差,为保证矿区的安全生产,对堆积体进行稳定性分析及治理是非常必要的。以某露天矿为例,经现场勘察基本获得该矿区的工程地质条件以及岩土体结构特征及参数。为获得精准滑坡堆积体三维地形数据,运用了三维激光扫描测量技术,并利用该三维数据建立滑体的数值模型,在此基础上采用Flac3D数值计算软件对滑坡堆积体现状的稳定性进行分析,表明该滑体现处于欠稳定状态。为确保矿区今后开采、施工建设以及工作人员的安全,提出削坡减载的治理措施,并对治理后的边坡稳定性进行分析,说明该治理方法是有效可行的。

关键词: 三维激光扫描, 稳定分析, 治理

Abstract: The landslide is a frequent geological hazards in the open pit mines die to the high and steep excavation slopes as well as the vibrations induced by the blasting. The debris from the landslide are usually consisted of a wide range of grain sizes and loose materials. As a result, the stability of the debris from the landslide area is usually very poor and the remediation of these loosely piled debris is necessary for a safe operation of the mining. This paper presents a case history of the evaluation and mitigation of a failed open pit mine slope. Site investigations were performed to characterize the subsurface conditions as well as to obtain the analytical parameters. Threedimensional laser scanning technology was used to precisely obtaining the topographical information of the sliding body. Three dimension numerical slope stability analysis was performed by using the commercial software FLAC3D. It was concluded that the targeted body was unstable and the remediation is required. The mitigation scheme included flattening unloading the slope. The remediated slope was evaluated and a satisfactory result was obtained.

Key words: Three-Dimensional Laser Scanning, Slope Stability Analysis, Slope Remediation