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基于GA-PP模型的露天矿边坡稳定性综合评价研究
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  • 英文篇名:Study on Comprehensive Evaluation of Open-pit Slope Stability Based on GA-PP Model
  • 作者:王浩 ; 张云鹏 ; 马海越
  • 英文作者:WANG Hao;ZHANG Yunpeng;MA Haiyue;College of Mining Engineering,North China University of Science and Technology;Hebei Key Lab of Mining Development and Safety Technique;
  • 关键词:露天矿 ; 边坡稳定性 ; 评价指标体系 ; 遗传算法 ; 投影寻踪
  • 英文关键词:Open-pit mine;;Slope stability;;Evaluation index system;;Genetic algorithm;;Projection pursuit
  • 中文刊名:KYYK
  • 英文刊名:Mining Research and Development
  • 机构:华北理工大学矿业工程学院;河北省矿业开发与安全技术重点实验室;
  • 出版日期:2019-02-25
  • 出版单位:矿业研究与开发
  • 年:2019
  • 期:v.39;No.223
  • 基金:河北省自然科学基金项目(E2016209388)
  • 语种:中文;
  • 页:KYYK201902007
  • 页数:4
  • CN:02
  • ISSN:43-1215/TD
  • 分类号:38-41
摘要
为了对露天矿边坡稳定性进行客观评价,建立了边坡稳定性评价指标体系,提出了基于遗传算法和投影寻踪(GA-PP)的评价方法,以唐山地区某露天矿边坡稳定性进行实证研究。结果表明:基于GA-PP模型的评价结果与边坡稳定性实际状况相符,为今后露天矿边坡稳定性分析提供了新思路;另外,评价指标的最优投影方向排序为:岩体完整性指标>内聚力>内摩擦>边坡高度>岩石质量指标>地应力,表明该露天矿的岩体完整性指标对其边坡稳定性影响程度最大。
        In order to objectively evaluate the open-pit slope stability,an evaluation index system for slope stability was established and an evaluation method based on genetic algorithm and projection pursuit(GA-PP)was proposed.An empirical study was conducted on the stability of an open-pit mine in Tangshan area.The results showed that the evaluation results based on GA-PP model were consistent with the actual conditions of slope stability,and provided new ideas for the future analysis of open-pit slope stability.In addition,the best order of projection direction of the evaluation index could be ranked as follows:rock mass integrity index>cohesion>internal friction>slope height>rock quality index>in-situ stress.It indicated that the open-pit mine rock integrity index had the greatest impact on the open-pit slope stability.
引文
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