Article(id=1321893372399309718, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893331622286028, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1744128000000, receivedDateStr=2025-04-09, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793093539571, onlineDateStr=2026-10-27, pubDate=1784908800000, pubDateStr=2026-07-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793093539571, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793093539571, creator=13701087609, updateTime=1793093539571, updator=13701087609, issue=Issue{id=1321893331622286028, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='7', pageStart='1', pageEnd='320', issueExtLink='null', onlineDate='null', pubDate='1784908800000', pubDateStr='2026-07-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793093529849, creator='13701087609', updateTime=1793094587578, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897768357048353, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893331622286028, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897768357048354, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893331622286028, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=116, endPage=123, ext={EN=ArticleExt(id=1321893372797768599, articleId=1321893372399309718, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Slope Safety Evaluation Based on Unascertained Measurement Theory-Finite Element Method, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

To ensure the safe operation of open-pit mines, safety evaluation of their slopes needs to be carried out. A slope of a certain mine was taken as the research object. A numerical calculation model of the slope was established by the finite element method, the distribution laws of slope stress, displacement and plastic zone were analyzed, and the slope safety factor was calculated by multiple quantitative analysis methods. The results show that the maximum slope displacement, plastic zone and minimum safety factor are all close to the third-stage slope. The third-stage slope was taken as the evaluation object. Single index measurement functions were constructed by the unascertained measurement theory, index weights were determined by the entropy weight method, and the distance discriminant method was adopted as the evaluation criterion for slope safety grade. The research results show that the evaluation grade of the slope in an open-pit mine is Grade Ⅱ. The evaluation results are consistent with the numerical simulation results, which verifies that the mine slope is in a relatively stable safety state. After reinforcement and monitoring were carried out on the slope risk areas, no slope accidents occurred during the operation of the open-pit mine, which verifies the reliability and practicability of the unascertained measurement theory-finite element method for slope safety evaluation.

, authors=Haosen Guo1, Zhenggui Xiang2, Yan Qi3, Leibo Song4, Gang Wang4, authorsList=Haosen Guo, Zhenggui Xiang, Yan Qi, Leibo Song, Gang Wang, 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=1321893373250753432, articleId=1321893372399309718, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=基于未确知测度理论-有限元法的边坡安全评价, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

为保证露天矿山的安全运营,有必要对其所属边坡进行安全评价。以某矿山边坡为研究对象,采用有限元法建立边坡数值计算模型,分析边坡应力、位移和塑性区分布规律,并采用多种定量分析法计算边坡安全系数。结果表明,边坡最大位移、塑性区以及最小安全系数均靠近第三级边坡。以第三级边坡为评价对象,采用未确知测度理论构建单指标测度函数,借助熵权法确定指标权重,并采用距离判别法作为边坡安全等级的评价准则。研究结果表明,某露天矿山边坡评价等级为Ⅱ级,评价结果与数值模拟结果一致,证实了该矿山边坡处于较稳定的安全状态。对边坡风险区域进行加固监测后,露天矿山运营期间并未发生边坡事故,验证了未确知测度理论-有限元法对边坡安全评价的可靠性和实用性。

, authors=郭浩森1, 项正贵2, 齐炎3, 宋磊博4, 王刚4, authorsList=郭浩森, 项正贵, 齐炎, 宋磊博, 王刚, authorCompany=null, correspAuthors=null, authorNote=

郭浩森(1987—),男,河南焦作人,博士,副教授,主要研究方向为矿业工程、岩土工程、岩体质量评价、围岩损伤检测、隧道稳定性分析。E-mail:

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郭浩森(1987—),男,河南焦作人,博士,副教授,主要研究方向为矿业工程、岩土工程、岩体质量评价、围岩损伤检测、隧道稳定性分析。E-mail:

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郭浩森(1987—),男,河南焦作人,博士,副教授,主要研究方向为矿业工程、岩土工程、岩体质量评价、围岩损伤检测、隧道稳定性分析。E-mail:

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基于未确知测度理论-有限元法的边坡安全评价
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郭浩森 1 , 项正贵 2 , 齐炎 3 , 宋磊博 4 , 王刚 4
矿业研究与开发 | 矿山安全与环保 2026,46(7): 116-123
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矿业研究与开发 |矿山安全与环保 2026 , 46 (7) : 116 -123
基于未确知测度理论-有限元法的边坡安全评价
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郭浩森(1987—),男,河南焦作人,博士,副教授,主要研究方向为矿业工程、岩土工程、岩体质量评价、围岩损伤检测、隧道稳定性分析。E-mail:

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郭浩森(1987—),男,河南焦作人,博士,副教授,主要研究方向为矿业工程、岩土工程、岩体质量评价、围岩损伤检测、隧道稳定性分析。E-mail:

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郭浩森1 , 项正贵2, 齐炎3, 宋磊博4, 王刚4
作者信息
  • 1.华东交通大学 土木建筑学院,江西 南昌 330013
  • 2.广东深莞惠城际铁路运营有限公司,广东 深圳市 518049
  • 3.中国瑞林工程技术股份有限公司,江西 南昌 330031
  • 4.绍兴大学,浙江 绍兴市 312000
作者简介:

郭浩森(1987—),男,河南焦作人,博士,副教授,主要研究方向为矿业工程、岩土工程、岩体质量评价、围岩损伤检测、隧道稳定性分析。E-mail:

Slope Safety Evaluation Based on Unascertained Measurement Theory-Finite Element Method
Haosen Guo1 , Zhenggui Xiang2, Yan Qi3, Leibo Song4, Gang Wang4
Affiliations
  • 1.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, Jiangxi 330013, China
  • 2.Guangdong Shenzhen-Dongguan-Huizhou Intercity Railway Operation Co., Ltd., Shenzhen, Guangdong 518049, China
  • 3.China Nerin Engineering Co., Ltd., Nanchang, Jiangxi 330031, China
  • 4.Shaoxing University, Shaoxing, Zhejiang 312000, China
出版时间: 2026-07-25
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为保证露天矿山的安全运营,有必要对其所属边坡进行安全评价。以某矿山边坡为研究对象,采用有限元法建立边坡数值计算模型,分析边坡应力、位移和塑性区分布规律,并采用多种定量分析法计算边坡安全系数。结果表明,边坡最大位移、塑性区以及最小安全系数均靠近第三级边坡。以第三级边坡为评价对象,采用未确知测度理论构建单指标测度函数,借助熵权法确定指标权重,并采用距离判别法作为边坡安全等级的评价准则。研究结果表明,某露天矿山边坡评价等级为Ⅱ级,评价结果与数值模拟结果一致,证实了该矿山边坡处于较稳定的安全状态。对边坡风险区域进行加固监测后,露天矿山运营期间并未发生边坡事故,验证了未确知测度理论-有限元法对边坡安全评价的可靠性和实用性。

边坡稳定性  /  未确知测度理论  /  安全系数  /  有限元法

To ensure the safe operation of open-pit mines, safety evaluation of their slopes needs to be carried out. A slope of a certain mine was taken as the research object. A numerical calculation model of the slope was established by the finite element method, the distribution laws of slope stress, displacement and plastic zone were analyzed, and the slope safety factor was calculated by multiple quantitative analysis methods. The results show that the maximum slope displacement, plastic zone and minimum safety factor are all close to the third-stage slope. The third-stage slope was taken as the evaluation object. Single index measurement functions were constructed by the unascertained measurement theory, index weights were determined by the entropy weight method, and the distance discriminant method was adopted as the evaluation criterion for slope safety grade. The research results show that the evaluation grade of the slope in an open-pit mine is Grade Ⅱ. The evaluation results are consistent with the numerical simulation results, which verifies that the mine slope is in a relatively stable safety state. After reinforcement and monitoring were carried out on the slope risk areas, no slope accidents occurred during the operation of the open-pit mine, which verifies the reliability and practicability of the unascertained measurement theory-finite element method for slope safety evaluation.

Slope stability  /  Unascertained measurement theory  /  Safety factor  /  Finite element method
郭浩森, 项正贵, 齐炎, 宋磊博, 王刚. 基于未确知测度理论-有限元法的边坡安全评价. 矿业研究与开发, 2026 , 46 (7) : 116 -123 .
Haosen Guo, Zhenggui Xiang, Yan Qi, Leibo Song, Gang Wang. Slope Safety Evaluation Based on Unascertained Measurement Theory-Finite Element Method[J]. Mining Research and Development, 2026 , 46 (7) : 116 -123 .
  • 江西省自然科学基金项目(20232BAB204092)
  • 江西省防灾减灾及应急管理重点实验室项目(20212BCD42011)
  • 江西省教育厅科学技术研究项目(GJJ2200674)
  • 赣鄱俊才支持计划——主要学科学术和技术带头人培养项目(20243BCE51187)
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2026年第46卷第7期
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  • 接收时间:2025-04-09
  • 首发时间:2026-10-27
  • 出版时间:2026-07-25
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  • 收稿日期:2025-04-09
基金
江西省自然科学基金项目(20232BAB204092)
江西省防灾减灾及应急管理重点实验室项目(20212BCD42011)
江西省教育厅科学技术研究项目(GJJ2200674)
赣鄱俊才支持计划——主要学科学术和技术带头人培养项目(20243BCE51187)
作者信息
    1.华东交通大学 土木建筑学院,江西 南昌 330013
    2.广东深莞惠城际铁路运营有限公司,广东 深圳市 518049
    3.中国瑞林工程技术股份有限公司,江西 南昌 330031
    4.绍兴大学,浙江 绍兴市 312000
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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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