Article(id=1322559851469849479, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559792544072145, 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=1728835200000, receivedDateStr=2024-10-14, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793252440564, onlineDateStr=2026-10-29, pubDate=1769270400000, pubDateStr=2026-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793252440564, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793252440564, creator=13701087609, updateTime=1793252440564, updator=13701087609, issue=Issue{id=1322559792544072145, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='1', pageStart='1', pageEnd='306', issueExtLink='null', onlineDate='null', pubDate='1769270400000', pubDateStr='2026-01-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793252426515, creator='13701087609', updateTime=1793252675339, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322560836246286849, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559792544072145, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322560836246286850, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559792544072145, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=237, endPage=245, ext={EN=ArticleExt(id=1322559852124160904, articleId=1322559851469849479, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Effects of Intrusion Angle of Picks on Mechanical Rock Breaking Efficiency Under Varying Stress Levels, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

Non-explosive mechanical excavation mining has the advantages of small disturbance, high efficiency, low support cost and good roadway shaping effect compared with drilling and blasting method, and the optimal selection of pick parameters is of great significance to efficient excavation. Based on the measured ground stress data and rock mechanics test results of the -525 m, -606 m, and -653 m sections of a certain metal mine, a PFC particle flow rock breaking model of picks was established. Numerical simulation analysis of pick rock breaking after unidirectional unloading was conducted with three types of intrusion angle of 90°, 60°, and 45° under three different stress levels in the middle section. The research results indicate that as the stress level increases, the area of dense nuclei formed by the pick breaking decreases, the length of the strip-shaped crack propagation shortens, and the number of microcracks generated during the rock breaking process also decreases, indicating that high stress conditions have a suppressive effect on rock fragmentation. Under the 45° intrusion angle rock breaking mining, the traction and cutting force fluctuations of the cutting tooth are small and the cutting force always maintains a high level. At the same time, the number of microcracks generated by rock breaking at a 45° intrusion angle is much greater than that at 60° and 90° intrusion angles. Combining the comprehensive analysis of mechanical response and rock fragmentation effect, the 45° intrusion angle has the optimal rock breaking performance at varying stress levels.

, authors=Weixing LIN1, Yongchao GONG1, Shaofeng WANG2, Tubing YIN2, Jintao LU1, Weihao ZENG3, authorsList=Weixing LIN, Yongchao GONG, Shaofeng WANG, Tubing YIN, Jintao LU, Weihao ZENG, authorCompany=null, correspAuthors=Yongchao GONG, 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=1322559852564562825, articleId=1322559851469849479, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=不同应力水平下截齿侵入角度对机械破岩效果的影响, columnId=1226462295946085268, journalTitle=矿业研究与开发, columnName=矿山机电与矿业智能化, runingTitle=null, highlight=null, articleAbstract=

非爆破机械掘进采矿相对于钻爆法具有扰动小、效率高、支护成本低、巷道成型效果好等优点,优化选取截齿参数对高效掘进具有重要意义。根据某金属矿山-525 m、-606 m、-653 m中段地应力实测数据及围岩力学试验结果,建立PFC颗粒流截齿破岩模型,在三个中段应力水平下设置90°、60°、45°三种截齿侵入角度进行单向卸荷后的截齿破岩数值模拟分析。研究结果表明,伴随应力水平上升,截齿破岩形成的密实核面积减小,条状裂纹扩展长度缩短,破岩过程中产生的微裂纹数量也随之减少,表明高应力条件对岩石破碎具有抑制作用;45°侵入角破岩工况下截齿的牵引力及切割力波动程度较小且切割力始终保持较高水平;同时,45°侵入角破岩产生的微裂纹数量也远大于60°和90°侵入角。综合力学响应与岩石破碎效果分析,45°侵入角在不同应力水平下均具有最优的破岩性能。

, authors=林卫星1, 龚永超1, 王少峰2, 尹土兵2, 陆锦涛1, 曾维豪3, authorsList=林卫星, 龚永超, 王少峰, 尹土兵, 陆锦涛, 曾维豪, authorCompany=null, correspAuthors=龚永超, authorNote=

林卫星(1983—),男,湖南怀化人,博士,正高级工程师,主要从事金属矿山采矿工程技术研究。E-mail:

, correspAuthorsNote=
龚永超(1989—),男,湖南娄底人,硕士,高级工程师,主要从事金属矿山采矿及工艺研究工作。E-mail:
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林卫星(1983—),男,湖南怀化人,博士,正高级工程师,主要从事金属矿山采矿工程技术研究。E-mail:

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林卫星(1983—),男,湖南怀化人,博士,正高级工程师,主要从事金属矿山采矿工程技术研究。E-mail:

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不同应力水平下截齿侵入角度对机械破岩效果的影响
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林卫星 1 , 龚永超 1 , 王少峰 2 , 尹土兵 2 , 陆锦涛 1 , 曾维豪 3
矿业研究与开发 | 矿山机电与矿业智能化 2026,46(1): 237-245
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矿业研究与开发 |矿山机电与矿业智能化 2026 , 46 (1) : 237 -245
不同应力水平下截齿侵入角度对机械破岩效果的影响
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林卫星(1983—),男,湖南怀化人,博士,正高级工程师,主要从事金属矿山采矿工程技术研究。E-mail:

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林卫星(1983—),男,湖南怀化人,博士,正高级工程师,主要从事金属矿山采矿工程技术研究。E-mail:

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林卫星1 , 龚永超1 , 王少峰2, 尹土兵2, 陆锦涛1, 曾维豪3
作者信息
  • 1.长沙矿山研究院有限责任公司,湖南 长沙 410012
  • 2.中南大学 资源与安全工程学院,湖南 长沙 410083
  • 3.湖南科技大学 土木工程学院,湖南 湘潭市 411201
通讯作者:
龚永超(1989—),男,湖南娄底人,硕士,高级工程师,主要从事金属矿山采矿及工艺研究工作。E-mail:
作者简介:

林卫星(1983—),男,湖南怀化人,博士,正高级工程师,主要从事金属矿山采矿工程技术研究。E-mail:

Effects of Intrusion Angle of Picks on Mechanical Rock Breaking Efficiency Under Varying Stress Levels
Weixing LIN1 , Yongchao GONG1 , Shaofeng WANG2, Tubing YIN2, Jintao LU1, Weihao ZENG3
Affiliations
  • 1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 2.School of Resource and Safety Engineering, Central South University, Changsha, Hunan 410083, China
  • 3.School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
出版时间: 2026-01-25
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非爆破机械掘进采矿相对于钻爆法具有扰动小、效率高、支护成本低、巷道成型效果好等优点,优化选取截齿参数对高效掘进具有重要意义。根据某金属矿山-525 m、-606 m、-653 m中段地应力实测数据及围岩力学试验结果,建立PFC颗粒流截齿破岩模型,在三个中段应力水平下设置90°、60°、45°三种截齿侵入角度进行单向卸荷后的截齿破岩数值模拟分析。研究结果表明,伴随应力水平上升,截齿破岩形成的密实核面积减小,条状裂纹扩展长度缩短,破岩过程中产生的微裂纹数量也随之减少,表明高应力条件对岩石破碎具有抑制作用;45°侵入角破岩工况下截齿的牵引力及切割力波动程度较小且切割力始终保持较高水平;同时,45°侵入角破岩产生的微裂纹数量也远大于60°和90°侵入角。综合力学响应与岩石破碎效果分析,45°侵入角在不同应力水平下均具有最优的破岩性能。

截齿破岩  /  PFC  /  侵入角度  /  单向卸荷  /  破岩效果

Non-explosive mechanical excavation mining has the advantages of small disturbance, high efficiency, low support cost and good roadway shaping effect compared with drilling and blasting method, and the optimal selection of pick parameters is of great significance to efficient excavation. Based on the measured ground stress data and rock mechanics test results of the -525 m, -606 m, and -653 m sections of a certain metal mine, a PFC particle flow rock breaking model of picks was established. Numerical simulation analysis of pick rock breaking after unidirectional unloading was conducted with three types of intrusion angle of 90°, 60°, and 45° under three different stress levels in the middle section. The research results indicate that as the stress level increases, the area of dense nuclei formed by the pick breaking decreases, the length of the strip-shaped crack propagation shortens, and the number of microcracks generated during the rock breaking process also decreases, indicating that high stress conditions have a suppressive effect on rock fragmentation. Under the 45° intrusion angle rock breaking mining, the traction and cutting force fluctuations of the cutting tooth are small and the cutting force always maintains a high level. At the same time, the number of microcracks generated by rock breaking at a 45° intrusion angle is much greater than that at 60° and 90° intrusion angles. Combining the comprehensive analysis of mechanical response and rock fragmentation effect, the 45° intrusion angle has the optimal rock breaking performance at varying stress levels.

Pick rock breaking  /  PFC  /  Intrusion angle  /  Unidirectional unloading  /  Rock breaking effect
林卫星, 龚永超, 王少峰, 尹土兵, 陆锦涛, 曾维豪. 不同应力水平下截齿侵入角度对机械破岩效果的影响. 矿业研究与开发, 2026 , 46 (1) : 237 -245 .
Weixing LIN, Yongchao GONG, Shaofeng WANG, Tubing YIN, Jintao LU, Weihao ZENG. Effects of Intrusion Angle of Picks on Mechanical Rock Breaking Efficiency Under Varying Stress Levels[J]. Mining Research and Development, 2026 , 46 (1) : 237 -245 .
  • “十四五”国家重点研发计划项目(2023YFC2907404; 2023YFC2907201; 2023YFC2907202)
  • 长沙矿山研究院有限责任公司创新项目(ZX24J074)
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2026年第46卷第1期
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  • 接收时间:2024-10-14
  • 首发时间:2026-10-29
  • 出版时间:2026-01-25
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出版历史
  • 收稿日期:2024-10-14
基金
“十四五”国家重点研发计划项目(2023YFC2907404; 2023YFC2907201; 2023YFC2907202)
长沙矿山研究院有限责任公司创新项目(ZX24J074)
作者信息
    1.长沙矿山研究院有限责任公司,湖南 长沙 410012
    2.中南大学 资源与安全工程学院,湖南 长沙 410083
    3.湖南科技大学 土木工程学院,湖南 湘潭市 411201

通讯作者:

龚永超(1989—),男,湖南娄底人,硕士,高级工程师,主要从事金属矿山采矿及工艺研究工作。E-mail:
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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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