某煤矿深部软岩巷道围岩破坏特征及控制技术研究OACSTPCD
Study on Failure Characteristics and Control Technology of Surrounding Rock in Deep Soft Rock Roadway of A Coal Mine
深部矿产资源开发面临地应力大、巷道支护困难等问题.山西某煤矿-590 m水平运输平巷支护结构失效,巷道变形量大,对井下安全生产造成了较大的影响.针对原支护方案存在的问题,提出"锚网索一体化"支护思路,综合采用现场测试、数值模拟、工业实验等手段研究了巷道围岩破坏特征及控制技术.研究表明:(1)巷道围岩水平主应力较高,达到了39.08 MPa,是影响围岩稳定性的主要原因;(2)对不同支护方案巷道周边围岩应力场与塑性区分析表明,优化后支护方案垂直应力较原方案降低了 14%,塑性区范围缩小了 20%,"一体化"方案支护效果较好;(3)工业应用和锚杆(索)应力测试表明,当锚杆、锚索应力分别达到 53.9 kN、389.12 kN时,较原方案提高了 14.6%和 15.4%,受力效果较好,巷道变形在 30 d内控制在 200 mm内,较原方案下降了约 57%,实现了良好的支护效果."一体化"支护形式可有效控制围岩变形,为类似地质条件的巷道支护提供参考.
Deep mining faces problems such as high geostress and difficulties in tunnel support.The failure of the support structure of-590 m horizontal transport roadway in a coal mine in Shanxi Province leads to large deformation of roadway and has a great impact on underground safety production.Aiming at the problems existing in the original support scheme,this paper proposes the idea of"anchor net cable integration"support,and studies the destroy characteristics and control technology of roadway surrounding rock by means of field tests,numerical simulations and industrial experiments.The research showed that:(1)The horizontal principal stress of the surrounding rock of the roadway was higher,reaching 39.08 MPa,which was the main reason affecting the stability of the surrounding rock.(2)By analyzing the stress field and plastic zone of surrounding rock around roadway with different support schemes,the vertical stress of optimized support scheme was reduced by 14% compared with the original scheme,and the range of plastic zone was reduced by 20% .The support effect of"integrated"scheme was better.(3)Industrial application has been carried out.Through the stress test of anchor ropes(cables),when the stress of anchor ropes and cables reached 53.9 kN and 389.12 kN.Compared with the original plan,the increase was 14.6% and 15.4% respectively,and the stress effect was better.The deformation of the roadway was controlled within 200 mm within 30 days,which was about 57% lower than that of the original scheme,and good support effect was achieved.The"integrated"support form can effectively control the deformation of the surrounding rock,which is a roadway with similar geological conditions.
李鹏;姜关照;李红
潞安化工集团古城煤矿,山西 长治 046000||昆明理工大学 国土资源工程学院,云南 昆明 650031昆明理工大学 国土资源工程学院,云南 昆明 650031
矿山工程
深部软岩巷道"锚网索一体化"支护数值模拟现场监测
deep soft rock roadway"anchor net cable integrated"supportnumerical simulationfield monitoring
《矿产保护与利用》 2024 (004)
58-64 / 7
国家自然科学基金面上项目(52074121);山东省科技型中小企业创新能力提升工程项目(2022TSG2077)
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