...
首页> 外文期刊>Rock Mechanics and Rock Engineering >Instability Mechanism and Control Countermeasure of a Cataclastic Roadway Regenerated Roof in the Extraction of the Remaining Mineral Resources: A Case Study
【24h】

Instability Mechanism and Control Countermeasure of a Cataclastic Roadway Regenerated Roof in the Extraction of the Remaining Mineral Resources: A Case Study

机译:剩余矿产资源提取时稳压机制及控制对策:案例研究

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Most accessible mineral deposits are nearly exhausted. Consequently, some resources that were previously abandoned are now being considered for remining. This paper describes a case study that aims at revealing the instability mechanism and selecting the optimal control countermeasures for a cataclastic roadway regenerated roof (CRRR) during the extraction of the remaining mineral resources. Based on the structural model of a cataclastic regenerated roof (CRR) of a remaining lower slice, a modified natural arch mechanical model for a CRRR was established by considering the lateral pressure and stress concentration coefficient of the bearing arch, through which the modified bearing arch curve equation and arch rise expression were deduced. The relationship between the modified arch rise and the lateral stress was obtained through a practical case. Next, a numerical model of a CRRR, which accounted for the cataclastic features, was built in the Universal Distinct Element Code (UDEC). The development of subsidence and fractures in the roadway roof was determined through modeling under various roof support scenarios, namely no support, rock bolt (RB) support, rock bolt and cable (RBC) support and a combined support of the rock bolt, cable and steel beam (RBCS). The theoretical analysis, numerical simulation and monitoring results of the RB and RBC stress all indicated that a bearing arch existed in the CRRR and that the arch rise underwent changes during the roof hanging time and with different support scenarios. The support structure should exceed the bearing arch rise in height and should be leak proof to avoid roof leakage. After a comparative analysis of the numerical and field support effects provided by various supporting scenarios, the RBCS support scenario was shown to be the optimal roof support choice, providing a good controlling effect for a CRRR and meeting the production requirements.
机译:最可达的矿物沉积物几乎耗尽。因此,目前正在被遗弃的一些资源正在考虑汇编。本文介绍了一个案例研究,旨在揭示不稳定机制,并在提取剩余矿产资源期间选择用于水溶性道路再生屋顶(CRRR)的最佳控制对策。基于剩余较低切片的Cataclastic再生屋顶(CRR)的结构模型,通过考虑轴承拱的横向压力和应力浓度系数来建立用于CRRR的改性自然拱形机械模型,通过该轴承拱通过该轴承拱推导出曲线方程和拱起表达。通过实际情况获得改性拱升和横向应力之间的关系。接下来,建立在通用不同元素代码(UDEC)中构建了CRRR的数值模型。通过在各种屋顶支撑场景下建模确定道路屋顶中沉降和骨折的发展,即无支撑,摇滚(RB)支撑,岩螺栓和电缆(RBC)支撑以及岩螺栓,电缆和电缆的组合支撑钢梁(RBC)。 RB和RBC应力的理论分析,数值模拟和监测结果表明,CRRR中存在轴承曲线,并且拱起在屋顶悬挂时间和不同的支撑场景中接受变化。支撑结构应超过高度轴承拱上升,应避免屋顶泄漏。在对各种支持方案提供的数值和现场支持效应提供的比较分析之后,RBCS支持方案被证明是最佳的屋顶支持选择,为CRRR提供良好的控制效果,并满足生产要求。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号