戚伟1,朱乾坤2,赵兴东2,李威1.三山岛金矿新立矿区西南翼破碎岩体稳定性控制数值模拟研究[J].有色金属(矿山部分),2019,71(4):88-94.
三山岛金矿新立矿区西南翼破碎岩体稳定性控制数值模拟研究
Numerical simulation study on stability control of fractured rock mass in southwest flat of Xinli Mining Area of Sanshandao Gold Mine
  
DOI:10.3969/j.issn.1671-4172.2019.04.017
中文关键词:  三山岛金矿  破碎岩体  稳定性分析  数值模拟
英文关键词:Sanshandao Gold Mine  fractured Rockmass  stability analysis  numerical simulation
基金项目:NSFC-山东联合基金(U1806208)和“十三五”国家重点研发计划项目(2018YFC0604401、2018YFC0604604、2016YFC0600803)
           
作者单位
戚伟1 (1.山东黄金矿业(莱州)有限公司三山岛金矿 莱州 261400 2.东北大学 采矿地压与控制研究中心 沈阳 110819)
朱乾坤2 (1.山东黄金矿业(莱州)有限公司三山岛金矿 莱州 261400 2.东北大学 采矿地压与控制研究中心 沈阳 110819)
赵兴东2 (1.山东黄金矿业(莱州)有限公司三山岛金矿 莱州 261400 2.东北大学 采矿地压与控制研究中心 沈阳 110819)
李威1 (1.山东黄金矿业(莱州)有限公司三山岛金矿 莱州 261400 2.东北大学 采矿地压与控制研究中心 沈阳 110819)
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中文摘要:
      三山岛金矿新立矿区属破碎带蚀变岩型特大型金矿床,区内构造主要为断裂构造。通过现场工程地质调查发现,现有支护条件下,巷道围岩会产生楔形体冒落、层状节理复合破坏和沿软弱夹层(断裂带)塌落破坏三种破坏模式;确定巷道变形破坏的主要影响因素为围岩成分及其结构构造、地下水、地压显现类型和巷道周边采掘震动。基于上述研究结果确定采用锚网喷支护方法对研究区域岩体进行支护,并给出支护方案A和B;选取-240m一中段进行建模,应用FLAC3D数值模拟软件分析无支护、支护方案A和支护方案B三种条件下围岩应力、位移和塑性区分布特征,发现支护方案A和B均能够有效控制围岩变形破坏,但方案A较方案B成本低,即方案A为合理支护方案,可用于现场工程实践。
英文摘要:
      Xinli gold deposit of Sanshandao Gold Mine is a super-large altered rock type gold deposit in fractured zone, and its structure is mainly fracture structure. Through field engineering geological survey, it is found that under the existing supporting conditions, the surrounding rock of roadway will produce three failure modes: wedge caving, composite failure of layered joints and collapse along weak interlayer (fault zone); the main influencing factors of roadway deformation and failure are determined to be the composition of surrounding rock and its structure, underground water, ground pressure type and excavation vibration around the roadway. Based on the above research results, bolt-mesh-shotcrete support method is adopted to support the rock mass in the study area, and support schemes A and B are given. Modeling is carried out in the -240m level. Stress, displacement and plastic zone distribution characteristics of surrounding rock under three conditions of no support, support schemes A and support schemes B are analyzed by FLAC3D numerical simulation software. It is found that support schemes A and B can effectively control the deformation and failure of surrounding rock. But the cost of scheme A is lower than that of scheme B, that is, scheme A is the best supporting scheme and can be used in field engineering practice.
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