露天矿边坡局部破坏形式分类及破坏机理分析
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  • 英文篇名:Classification of Slope Local Damage and Damage Mechanism Analysis in a Open Pit Mine
  • 作者:陈关平 ; 张拥军 ; 李乾龙 ; 李博 ; 王金涛 ; 柴佳乐
  • 英文作者:Chen Guanping;Zhang Yongjun;Li Qianlong;Li Bo;Wang Jintao;Chai Jiale;School of Civil Engineering,Qingdao Technological University;School of Mechanics & Civil Engineering,China University of Mining & Technology Beijing;
  • 关键词:位移场 ; 破坏形态 ; 破坏分类 ; 破坏机理 ; 破坏过程
  • 英文关键词:Displacement field;;Destruction pattern;;Destruction of classification;;Destruction mechanism;;Destruction process
  • 中文刊名:JSKS
  • 英文刊名:Metal Mine
  • 机构:青岛理工大学土木工程学院;中国矿业大学(北京)力学与建筑工程学院;
  • 出版日期:2016-04-15
  • 出版单位:金属矿山
  • 年:2016
  • 期:No.478
  • 基金:国家自然科学基金重点项目(编号:51234005-1);; 中国科学院战略性先导科技专项(编号:XDA05030103)
  • 语种:中文;
  • 页:JSKS201604028
  • 页数:6
  • CN:04
  • ISSN:34-1055/TD
  • 分类号:131-136
摘要
针对露天矿开采过程中高陡边坡破坏形式的分类及损伤机理进行研究。以金川集团露天石英矿边坡监测预警项目为研究背景,运用Matlab软件对位移监测数据进行分析,将边坡的位移场与边坡的破坏形态相结合,对边坡破坏形态进行分类,可分为下滑式、张拉式、侵蚀式、复合式。其中下滑式、侵蚀式破坏发展迅速、破坏程度大,张拉式破坏发展缓慢、破坏程度小。又进一步研究了边坡各破坏形式发生的内部机理,并针对边坡的破坏形式提出了具体的加固措施。
        The classification and damage mechanism of high and steep slopes in the process of open pit mining are studied. With the monitoring and early warning project of Jinchuan group open pit quartz mine as research background,Matlab software is used to analyze the displacement monitoring data. Combining with the displacement field of slope and the slope failure mode,slope failure is classified into the sliding,the tension,the erosion and the compound. Among them,the sliding and the erosion have characteristics of rapid development and heavily destruction. The tension has slow development and small destruction. The internal mechanism of the slope failure mode is further studied,and the treating measures are put forward according to the slope failure mode.
引文
[1]郑颖人,陈祖煜,王恭先,等.边坡与滑坡工程治理[M].2版.北京:人民交通出版社,2007:14-24.Zheng Yingren,Chen Zuyu,Wang Gongxian,et al.Engineering Treatment of Slope and Landslide[M].2nd ed.Beijing:China Communications Press,2007:14-24.
    [2]刘广润,晏鄂川,练操.论滑坡分类[J].工程地质学报,2002.10(4):339-342.Liu Guangrun,Yan Echuan,Lian Cao.Discussion on classification of landslides[J].Journal of Engineering Geology,2002,10(4):339-342.
    [3]杨光华,钟志辉,张玉成,等.根据应力场和位移场判断滑坡的破坏类型及最优加固位置确定[J].岩石力学与工程学报,2012.31(9):1879-1887.Yang Guanghua,Zhong Zhihui,Zhang Yucheng,et al.Identification of landslides type and deermination of optimal reinforcement site based on stress field and displacement field[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(9):1879-1887.
    [4]杨诗义.滑坡预警预报与滑坡分类体系研究[D].武汉:武汉科技大学,2010.Yang Shiyi.Study on Landslide Prediction and Classification System[D].Wuhan:Wuhan University of Science and Technology,2010.
    [5]何满潮.滑坡地质灾害远程监测预报系统及其工程应用[J].岩石力学与工程学报,2009,28(6):1081-1090.He Manchao.Landslide remote monitoring and forecasting system and its application in engineering[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1081-1090.
    [6]何满潮,韩雪,张斌,等.滑坡地质灾害远程实时监测预报技术与工程应用[J].黑龙江科技学院学报,2012,7(4):337-342.He Manchao,Han Xue,Zhang Bin,et al.Real-time remote monitoring and forecasting technology for landslide disasters basedon sliding forc evariation and its engineering application[J].Journal of Heilongjiang Institute of Science and Technology,2012,7(4):337-342.
    [7]陶志刚,张斌,何满潮.罗山矿区滑坡灾害发生机制与监测预警技术研究[J].岩石力学与工程学报,2011(S1):2931-2937.Tao Zhigang,Zhang Bin,He Manchao.Reserch on mechanism and monitoring and early-warning thechnology of landslide in Luoshan mining area[J].Chinese Journal of Rock Mechanics and Engineering,2011(S1):2931-2937.
    [8]姜朋明,梅岭,季佩祥,等.镇江烈士陵园边坡地质灾害远程监测预警预报系统开发及应用[J].岩石工程学报,2013(S1):340-345.Jiang Pengming,Mei Ling,Ji Peixiang,et al.Development and application of monitoing and waring system geological disasters of slope in Zhenjiang Maryrs Cemetery[J].Chinese Journal of Rock Mechanics and Engineering,2013(S1):340-345.
    [9]唐春安,李连崇,马天辉.基于强度折减与离心加载原理的边坡稳定性分析方法[C]∥第二届全国岩土与工程学术大会论文集.北京:科学出版社,2006:123-133.Tang Chun'an,Li Lianchong,Ma Tianhui.Strength reduction and centrifugal loading based RFPA method for slope stability analysis[C]∥The Proceedings of the Second National Geotechnical and Engineering Academic Conference Proceedings.Beijing:Science Press,2006:123-133.
    [10]唐春安,李连崇,李常文,等.岩土工程稳定性分析RFPA强度折减法[J].岩石力学与工程学报,2006,25(8):1522-1530.Tang Chun'an,Li Lianchong,Li Changwen,et al.RFPA strength reduction method for stability of geotchnical engineering[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(8):1522-1530.
    [11]李连崇,唐春安,梁正召,等.RFPA边坡稳定性分析方法及其应用[J].应用基础与工程科学学报,2007,15(4):501-508.Li Lianchong,Tang Chunan,Liang Zhengzhao,et al.RFPA method for slope stabily analysis and associated application[J].Journal of Basic Science and Engineering,2007,15(4):501-508.
    [12]马天辉,唐春安,梁正召,等.关于强度折减法安全系数分类的探究[C]∥第十届全国岩石力学与工程学术大会论文集.北京:中国电力出版社,2008:423-430.Ma Tianhui,Tang Chunan,Liang Zhengzhao,et al.The invesigaion of safety coefficient classification on strength reduction method[C]∥The Tenth National Exhibition of Rock Mechanics and Engineering Academic Conference Proceedings.Beijing:China Electric Power Press,2008:423-430.
    [13]陈国庆,黄润秋,石豫川,等.基于动态和整体强度折减法的边坡稳定性分析[J].岩石力学与工程学报,2014,33(2):243-255.Chen Guoqing,Huang Runqiu,Shi Yuchuan,et al.Stability analysis of slope based on dynamic and whole strength reduction methods[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(2):243-255.
    [14]张拥军,杨登峰,王金涛,等.露天边坡局部失稳特征的数值分析及监测[J].金属矿山,2014(10):142-147.Zhang Yongjun,Yang Dengfeng,Wang Jintao,et al.Numerical analysis and monitoring of local instability characteristics of the open pit slope[J].Metal Mine,2014(10):142-147.
    [15]张拥军,陈关平,李乾龙,等.考虑多级采动效应的边坡失稳过程研究[J].金属矿山,2015(10):156-162.Zhang Yongjun,Chen Guanping,Li Qianlong,et al.Study on slope instability process under the effect of multistage mining activities[J].Metal Mine,2015(10):156-162.

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