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Stabilization Control Techniques for a Roadway in Deep High-Stress Soft Surrounding Rock

机译:深度高应力柔软周边岩体道路稳定控制技术

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In order to solve the instability of roadways in deep high-stress soft rock, this paper proposed four supporting schemes for controlling the deformation of surrounding rock by using the horizontal roadway of -980m level refrigeration underground chamber in Xinhe Mining. Grouting and full section anchoring support, grouting and enclosed U36 steel support, grouting + enclosed U36 steel and full section anchoring support, and grouting + enclosed U36 steel + full section anchoring + masonry lining are proposed to control the deformation of surrounding rock according to the specific conditions of the mine. In view of the field engineering geological analysis, combined with laboratory tests, field monitoring, theoretical analysis and numerical simulation, the mechanism of deformation instability and supporting measures were studied. The numerical simulation results show that the grouting and enclosed U36 steel + full section anchoring support is more ideal, and achieved good economic and technical results.
机译:为了解决深度高应力软岩道路的不稳定,本文提出了四个支持方案,用于通过在新海矿业中使用-980m水平制冷地下室的水平道路来控制周围岩石的变形。灌浆和全节锚固支撑,灌浆和封闭U36钢铁支撑,灌浆+封闭式U36钢和全节锚固支撑,灌浆+封闭式U36钢+全段锚固+砌体衬砌,根据围岩控制周围岩石的变形矿井的具体条件。鉴于现场工程地质分析,研究了实验室检测,现场监测,理论分析和数值模拟,研究了变形不稳定和支持措施的机制。数值仿真结果表明,灌浆和封闭的U36钢+全节锚固支持更为理想,并取得了良好的经济和技术结果。

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