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浙东南火山岩矿山边坡整体变形破坏机制及稳定性研究

郑东华 刘吉 胡斌

露天采矿技术2023,Vol.38Issue(6):26-30,5.
露天采矿技术2023,Vol.38Issue(6):26-30,5.DOI:10.13235/j.cnki.ltcm.2023.06.007

浙东南火山岩矿山边坡整体变形破坏机制及稳定性研究

Research on the deformation failure mechanism and stability of slope along volcanic rock mines in the southeast region of Zhejiang Province

郑东华 1刘吉 2胡斌1

作者信息

  • 1. 浙江省第十一地质大队,浙江 温州 325006
  • 2. 四川省水利工程建设质量与安全中心站,四川 成都 610017
  • 折叠

摘要

Abstract

In order to further research on the deformation failure mechanism and stability of slope along volcanic rock mines in the southeast region of Zhejiang Province,the article takes a slope on an island in Wenzhou City,Zhejiang Province as an example.Based on a comprehensive investigation of the structural characteristics and deformation-destruction characteristics of the slope rock mass,combined with the results of deformation monitoring,the article analyzes deformation-destruction mechanism of this type of slope,and carries out numerical simulation verification using 3DEC discrete element program.The results show that the deformation failure of rock slope is mainly controlled by its own structure and regional main discontinuities output state.The cracks intersecting with the large angle of the slope evolve into deformation side boundaries,while those intersecting with small angles or tending to outside of the slope or their combinations evolve into deformation bottom boundaries.The protruding parts of the slope are weak areas in terms of stability,so plane linear changes should be minimized in mine slope design to enhance overall stability.

关键词

火山岩/变形破坏机制/边坡稳定性/3DEC数值模拟/结构面/变形监测

Key words

volcanic rock/deformation damage mechanism/slope stability/3DEC numerical simulation/discontinuity/deformation monitoring

分类

矿业与冶金

引用本文复制引用

郑东华,刘吉,胡斌..浙东南火山岩矿山边坡整体变形破坏机制及稳定性研究[J].露天采矿技术,2023,38(6):26-30,5.

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