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山东大学学报(工学版) ›› 2009, Vol. 39 ›› Issue (4): 116-120.

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平庄西露天煤矿滑坡灾害远程监测实例分析

韩雪   

  1. 黑龙江科技学院建筑工程学院, 黑龙江 哈尔滨  150027
  • 收稿日期:2009-04-02 出版日期:2009-08-24 发布日期:2009-08-24
  • 作者简介:韩雪(1969-),男,吉林榆树人,副教授,博士,主要从事岩土工程、结构工程等方面的研究.E-mail:hanxue123456789@yahoo.cn
  • 基金资助:

    国家自然科学基金重大资助项目(50490270);
    黑龙江省教育厅青年学术骨干支持计划资助项目(1053G032)

Example analysis for landslide hazard remote monitoring at  the Pingzhuang west open-pit mine

  1. College of Architecture and Civil Engineering, Heilongjiang Institute of Science and Technology, Harbin 150027, China
  • Received:2009-04-02 Online:2009-08-24 Published:2009-08-24

摘要:

在远程实时监测系统前期研究开发基础上,以平庄露天矿边坡为现场应用研究对象,开展了滑坡监测及预报的现场试验研究.对露天矿山边坡在采动条件下,由稳定到不稳定直至滑动的全过程,进行远程实时监测.至2007年1月14日产生滑坡.在获得宝贵的大型现场试验数据基础上,对比分析了边坡的滑动破坏特征、位移和远程监测曲线,揭示了远程监测曲线斜率增大预示边坡稳定系数降低,曲线斜率突增处是预报特征点.试验表明,该方法实际应用于滑坡灾害监测预报是有效的,与传统的位移监测方法相比,不仅实现了远程无线监测,而且在预报时间上显著提前.

关键词: 露天矿, 边坡稳定性, 远程实时监测, 预测预报

Abstract:

On the basis of previous research and development of a remote real-time monitoring system, a case study of the open-pit mine slope in Ping Village was carried out, and  field tests on  landslide monitoring and forecasting were implemented. Under the conditions of working on the open-pit mine slope, remote real-time monitoring was put forth for the whole landslide process. The day of the landslide was  Months 14, 2007. According to the precious data of large-scale field test, comparative analysis was conducted to the sliding destruction characteristics, displacement and monitoring curve of the slope, which indicated that the slope increase of the monitoring curve could forecast the decrease of the stable coefficient, moreover, a sudden increase point of the monitoring curve was the feature point ofprediction. The tests showed that these methods were  scientific and effective for landslide hazard monitoring and forecasting. Comparedwith the traditional horizontal displacement monitoring method, these methods could also achieve remote wireless monitoring, and could significantly advance the forecasting time of a landslide.

Key words: open-pit mine, slope stability, remote real-time monitoring, forecasting and prediction

[1] 杨文东1,张强勇1*,宋萌勃2,杨佳1. 基于破坏接近度和强度折减法的边坡稳定性评价[J]. 山东大学学报(工学版), 2010, 40(6): 82-87.
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