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Application of Stress, Geologic, and Support Design System (Sgsm) to Ground Control for Mine Slope Entries

机译:应力,地质和支护设计系统(Sgsm)在矿山斜坡入口地面控制中的应用

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Accurate evaluation of stress and geological conditions iscritical to ground control design in underground openings. For amine slope entry, the problem becomes more complicated becausea slope transverses through many different types of strata. Mineslope ground control has traditionally been practiced based on trialand error and prior experience. There is currently no well-acceptedslope and support design methodology available for an economicaland technically sound ground control plan. Over the last few years,Keystone Mining Services, LLC (KMS), the engineering affiliatecompany of Jennmar Cooperation, has developed a ground supportdesign methodology called the “Stress, Geologic, and Supportdesign system” (SGSSM). This patent pending method enablesaccurate analysis of actual geo-technical conditions and stress;identifies strong, fair, and weak sections along the slope; formulatesprimary and supplemental roof bolting systems, designs optimallong-term steel structure support; and verifies the adequacy of thedeveloped support. The method has been successfully utilized onvarious new slope projects and has been well received by state andfederal regulatory agencies during the approval process. This paperdetails the concepts of the methodology using an actual case studyof a slope project in the Midwest.
机译:准确评估应力和地质条件是 对于地下开口的地面控制设计至关重要。为一个 进入矿山边坡,问题变得更加复杂,因为 斜坡横穿许多不同类型的地层。矿 斜坡地面控制传统上是根据试验进行的 错误和先前的经验。目前尚无公认的 坡度和支护设计方法可用于经济型 和技术上合理的地面控制计划。在过去几年间, Keystone Mining Services,LLC(KMS),工程分支机构 公司的Jennmar合作公司已经开发了地面支持 设计方法称为“应力,地质和支撑” 设计系统”(SGSSM)。这种正在申请专利的方法使 准确分析实际岩土条件和应力; 识别沿斜坡的强壮,平坦和薄弱部分;制定 主要和辅助屋顶锚固系统,最佳设计 长期钢结构支撑;并验证 发达的支持。该方法已成功应用于 各种新的斜坡项目,受到了州和 联邦监管机构在审批过程中。这篇报告 通过实际案例研究详细介绍了方法论的概念 中西部的斜坡工程。

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