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首页   >    采矿工程

帕鲁特金矿岩石抗压性能研究

  • 作者:
  • 张浩强|史秀志|李冬萍|李群敬|邱贤阳|陈新
  • 作者单位:
  • 中色国矿帕鲁特有限责任公司|中南大学资源与安全工程学院|中色国矿帕鲁特有限责任公司&中国有色矿业集团有限公司|中色国矿帕鲁特有限责任公司|中南大学资源与安全工程学院|中南大学资源与安全工程学院
  • 基金项目:

  • 湖南省自然科学基金项目(2021JJ40733)
  • 详细信息:

  • 作者简介:
  • 张浩强(1988—),男,河南洛阳人,工程师,硕士,从事采矿技术及膏体充填相关方面的研究工作;塔吉克斯坦瓦赫达特,中色国矿帕鲁特有限责任公司;E-mail:zhq512@126.com
  • 通讯作者:
  • E-mail:chenxin_ck@csu.edu.cn,0731-88879612
  • PDF下载

Study on the compressive performance of rock in Pakrut Gold Mine

  • English Author:
  • China Nonferrous Metals International Mining Pakrut LLC.|School of Resource and Safety Engineering,Central South University|China Nonferrous Metals International Mining Pakrut LLC.&China Nonferrous Metal Mining (Group)Co.,Ltd.|China Nonferrous Metals International Mining Pakrut LLC.|School of Resource and Safety Engineering,Central South University|School of Resource and Safety Engineering,Central South University
  • Unit:
  • 摘要
  • 在线预览
  • 参考文献

摘要:

帕鲁特金矿即将进入深部开采阶段,开展深部岩石力学性能研究十分必要。采用RQD值调查法和抗压性能试验对其岩体性能开展研究。结果表明:岩体RQD值普遍小于50 %,岩体质量相对较差。矿体的单轴抗压强度、峰值应变和弹性模量均高于上、下盘围岩,其中,矿体单轴抗压强度达到上、下盘围岩单轴抗压强度的2倍,岩石的破坏模式以脆性破坏为主,在工程实际中应当注重对上、下盘围岩的支护工作。

关键词:

帕鲁特金矿;深部开采;岩体性能;抗压性能;RQD值;破坏模式

Abstract:

Pakrut Gold Mine is about to enter the deep mining stage,and it is necessary to carry out studies on the mechanical properties of deep rocks.Studies on its rock mass performance are carried out by the RQD value survey method and compressive performance tests.The results show that the rock RQD values are generally less than 50 % and the quality of rock mass is relatively poor.The uniaxial compressive strength,peak strain and elastic modulus of the orebodies are higher than the surrounding rock of the upper and lower,where the orebodies uniaxial compressive strength reaches twice that of surrounding rock of upper and lower walls,and the destruction pattern of the rocks is dominated by brittle failure,and engineering practices should pay more attention to the support of surrounding rock of the upper and lower walls.

Keywords:

Pakrut Gold Mine;deep mining;rock mass performance;compressive performance;RQD value;failure mode