长江科学院院报 ›› 2011, Vol. 28 ›› Issue (1): 29-33.

• 工程安全与灾害防治 • 上一篇    下一篇

岩石高边坡监测预警综合评价方法研究

金海元   

  1. 中铁第四勘察设计院集团有限公司 地质路基研究处,武汉 430063
  • 出版日期:2011-01-01 发布日期:2012-09-06

Research on Comprehensive Evaluation Methods of Monitoring and Early-Warning for Rock Slope

JIN Hai-yuan   

  1. China Railway Siyuan Survey and Design Group Co. Ltd. Wuhan 430063 , China
  • Online:2011-01-01 Published:2012-09-06

摘要: 根据预警指标体系构建方法,充分考虑了某岩石高边坡的实际情况,收集了大量的边坡地质资料和现场监测数据,构建了边坡监测预警指标体系。在此基础上考虑了指标的不确定性特点,分别采用相对比较主观的权重计算方法-层次分析法和客观方法-信息熵法对该边坡预警指标体系进行权重计算,并对指标体系因素层和指标层运用未确知数学理论进行了权重未确知信息的计算,最终判定边坡的稳定状态及其可信度约为92%。计算结果与边坡安全监测成果分析的结果一致,因此,文章提出边坡监测预警综合评价方法是科学、可靠的。

关键词: 岩石高边坡 , 监测预警 , 综合评价 , 未确知理论

Abstract:  Monitoring and early warning indicator system is set up based on actual condition of a certain rock slope and the method of constructing the warning indicator system. Considering the uncertainty of indicators were uncertainty, the analytic hierarchy process (AHP) method which is relatively subjective, and the information entropy method which is objective, are applied to calculate the weights for the slope monitoring and early warning system. Also, the unascertained mathematics theory is utilized to compute the uncertain weight information of the factor and indicator layers. Ultimately, the credibility of slope stability is about 92%. The calculated results are consistent with those of slope safty monitoring. Therefore, this comprehensive evaluation method of slope monitoring-warning introduced is scientific and reliable.

Key words: rock slope  ,   monitoring and early warning  ,   comprehensive evaluation  ,   unascertained mathematics theory

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