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现代矿业 ›› 2013, Vol. 29 ›› Issue (09): 6-8+30.

• 采选工程 • 上一篇    下一篇

第四系下隔离矿柱临界破坏厚度研究

叶振华1,2,金晓刚3,刘培正1,2,卢晨怡4   

  1. 1.中钢集团马鞍山矿山研究院有限公司;2.金属矿山安全与健康国家重点实验室;3.霍邱县庆发矿业有限责任公司;4.安庆职业技术学院
  • 出版日期:2013-09-16 发布日期:2013-10-18

Reseason on the Critical Damage Thickness of Isolated Pillars under Quaternary System

Ye Zhenhua1,2,Jin Xiaogang3,Liu Peizheng1,2,Lu chenyi4   

  1. 1. Sinosteel Mananshan Institute of Mining Research Co., Ltd.; 2. State Key Laboratory Safety and Health for Metal Mines; 3. Huoqiu Qingfa Mining Co., Ltd.; 4. Anqing Vocational and Technical Collcge
  • Online:2013-09-16 Published:2013-10-18

摘要: 隔离矿柱临界破坏厚度的确定是露天转地下和第四系下矿体开采面临的主要难题。以某矿山第四系下矿体开采为工程实例,根据隔离矿柱在不同临空边界条件和应力状态下的破坏形式,分别采用MohrCoulomb和抗拉破坏准则进行评判。借助FLAC3D软件计算矿柱单元内的应力,建立了基于单元的安全系数法,求解隔离矿柱的安全系数,最终确定合理的隔离矿柱临界破坏厚度。

关键词: 隔离矿柱, 临界破坏厚度, 破坏机理, 安全系数

Abstract: Confirming the thickness of the isolated mining pillars is the main important problem of openpit to underground mining and mining under quaternary system.Taking the mining engineering under quaternary system for an example,according to the disaffinity airport boundary conditions of isolated pillars and the form of damage mechanism of in the different stress condition,the MohrCoulomb and Tensile failure criteria are used to evaluate.The stress of inside the pillar unit is calculated by the FLAC3D software,and the safety coefficient method based on unit is put forward to calculate the safety coefficient of the isolated pillars.Finally,the reasonable thickness data of the isolated pillars is determined.