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According to the numerical simulation analysis, the potential failure area and failure mode of slope at the present stage are judged. Combined with the development trend of stability deformation in the subsequent excavation, the governance area and governance scheme for the slope at the present stage are determined, and through the numerical simulation method, the governance scheme is designed and verified.

, authors=Dong-liang ZHANG, Ze YU, authorsList=Dong-liang ZHANG, Ze YU, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1319263368414867563, articleId=1319263366040891497, tenantId=1146029695717560320, journalId=1185652524569653253, language=CN, title=某露天矿边坡稳定性分析及治理对策研究, columnId=1319263323665846653, journalTitle=包钢科技, columnName=产品研发与工艺技术, runingTitle=null, highlight=null, articleAbstract=

根据数值模拟分析,判断现阶段边坡潜在破坏区域及破坏模式,结合后续开挖过程中稳定性变形发展趋势,确定现阶段边坡需要治理区域和治理方案,然后通过数值模拟方法对治理方案进行设计及效果验证。

, authors=张东亮, 于泽, authorsList=张东亮, 于泽, authorCompany=null, correspAuthors=null, authorNote=

张东亮(1986-),男,内蒙古丰镇市人,工程师,现从事岩土工程设计与施工工作。

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张东亮(1986-),男,内蒙古丰镇市人,工程师,现从事岩土工程设计与施工工作。

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张东亮(1986-),男,内蒙古丰镇市人,工程师,现从事岩土工程设计与施工工作。

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某露天矿边坡稳定性分析及治理对策研究
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张东亮 , 于泽
包钢科技 | 产品研发与工艺技术 2018,44(1): 11-15
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包钢科技 |产品研发与工艺技术 2018 , 44 (1) : 11 -15
某露天矿边坡稳定性分析及治理对策研究
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张东亮, 于泽
作者信息
  • 包钢勘察测绘研究院,内蒙古 包头 014010
作者简介:

张东亮(1986-),男,内蒙古丰镇市人,工程师,现从事岩土工程设计与施工工作。

Stability Analysis and Study on Countermeasures of Open Pit Mine
Dong-liang ZHANG, Ze YU
Affiliations
  • Survey and Mapping Institute of Baotou Steel (Group) Corp., Baotou 014010, Nei Monggol, China
出版时间: 2018-02-25 doi: 10.13647/j.cnki.btgkj.2018.01.004
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根据数值模拟分析,判断现阶段边坡潜在破坏区域及破坏模式,结合后续开挖过程中稳定性变形发展趋势,确定现阶段边坡需要治理区域和治理方案,然后通过数值模拟方法对治理方案进行设计及效果验证。

露天矿高边坡  /  稳定性  /  数值分析  /  治理

According to the numerical simulation analysis, the potential failure area and failure mode of slope at the present stage are judged. Combined with the development trend of stability deformation in the subsequent excavation, the governance area and governance scheme for the slope at the present stage are determined, and through the numerical simulation method, the governance scheme is designed and verified.

high slope of open pit mine  /  stability  /  numerical analysis  /  governance
张东亮, 于泽. 某露天矿边坡稳定性分析及治理对策研究. 包钢科技, 2018 , 44 (1) : 11 -15 . DOI: 10.13647/j.cnki.btgkj.2018.01.004
Dong-liang ZHANG, Ze YU. Stability Analysis and Study on Countermeasures of Open Pit Mine[J]. Science & Technology of Baotou Steel, 2018 , 44 (1) : 11 -15 . DOI: 10.13647/j.cnki.btgkj.2018.01.004

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doi: 10.13647/j.cnki.btgkj.2018.01.004
  • 接收时间:2017-07-17
  • 首发时间:2026-10-20
  • 出版时间:2018-02-25
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  • 收稿日期:2017-07-17
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    包钢勘察测绘研究院,内蒙古 包头 014010
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2种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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