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基于ArcGIS的露天矿边坡稳定性计算方法

孙世国 王超

煤矿安全2018,Vol.49Issue(1):142-144,3.
煤矿安全2018,Vol.49Issue(1):142-144,3.DOI:10.13347/j.cnki.mkaq.2018.01.038

基于ArcGIS的露天矿边坡稳定性计算方法

Computing Method of Slope Stability for Open-pit Coal Mine Based on ArcGIS

孙世国 1王超1

作者信息

  • 1. 北方工业大学土木工程学院,北京100144
  • 折叠

摘要

Abstract

According to the fact that GIS can not directly realize the quantitative calculation of slope stability,the application of effective extracting method of data can realize the operation and storage of the attribute value of every grid cell and vector unit based on the strength of GIS support for Python,which can contribute to realize the stability calculation for slope with the design of the script tool based on the residual thrust method and GCSF method.Combined with geological data of the open-pit coal mine,running the script to calculate the stability factor for slope and search the most dangerous sliding surface,and then compared with the numerical calculating results of MIDAS/GTS to verify,the result shows that the stability analysis method for slope based on ArcGIS provides a totally new idea.

关键词

露天矿边坡稳定性/ArcGIS/二次开发/剩余推力法/滑动面搜索/数值模拟

Key words

slope stability of open-pit coal mine/ArcGIS/second development/residual thrust method/sliding surface search/numerical simulation

分类

矿业与冶金

引用本文复制引用

孙世国,王超..基于ArcGIS的露天矿边坡稳定性计算方法[J].煤矿安全,2018,49(1):142-144,3.

基金项目

国家自然科学基金资助项目(41772335) (41772335)

国家重点研发计划课题资助项目(2016YFC0701810) (2016YFC0701810)

“十二五”国家科技支撑计划资助项目(2012BAK09B06) (2012BAK09B06)

煤矿安全

OA北大核心CSTPCD

1003-496X

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