To ensure compacted backfilling, it is essential to ensure the reliability of the performance of a solid backfill support, key equipment for integrating backfilling and mining. To evaluate the backfilling performance ...To ensure compacted backfilling, it is essential to ensure the reliability of the performance of a solid backfill support, key equipment for integrating backfilling and mining. To evaluate the backfilling performance of a backfill support, the concept of backfill and operation properties is proposed in this study. Moreover, it is elaborated in terms of five aspects, namely, structural property, supporting property, tamping property, mechanical response property, and geological adaptation property, which are specifically reflected by 14 indexes including the supporting intensity and vertical roof gap. Seven separate evaluation indexes are selected to build a backfill and operation properties based system for evaluating the design schemes of the backfill support via a multi-index comprehensive evaluation method; then, the evaluation method and process together with measures to control the backfill and operation properties are proposed. By using this system, 11 schemes for optimizing the ZC5200/14.5/3 backfill support at Zhaizhen Coal Mine are evaluated, and scheme #10 is found to show superior vertical roof gap and other backfill and operation properties, thus demonstrating the reasonability of the evaluation system. On this basis, the backfill support research framework of designing initial scheme, optimizing design scheme, selecting the best evaluation indexes, evaluating optimizing scheme, and evaluating operation properties is built; this should serve as an important reference for further studies on the roof controlling performance of a backfill support.展开更多
露天煤矿长时间大流量疏排降水导致矿区地下水资源严重浪费、井田周围生态环境急剧退化、生产运行成本大幅增加,截水帷幕技术为露天矿山地下水控制提供了新的思路。槽段稳定性直接关系到截水帷幕施工安全、成槽效率及防渗效果。为探讨...露天煤矿长时间大流量疏排降水导致矿区地下水资源严重浪费、井田周围生态环境急剧退化、生产运行成本大幅增加,截水帷幕技术为露天矿山地下水控制提供了新的思路。槽段稳定性直接关系到截水帷幕施工安全、成槽效率及防渗效果。为探讨矿山截水帷幕砂卵石地层在成槽时长幅槽段的稳定性,以我国内蒙古东部某露天煤矿为例,采用二维和三维水平条分法对砂卵石地层长幅槽段稳定性影响因素及规律进行研究,并对比分析二维与三维水平条分法在安全系数计算结果上的差异;借助FLAC^(3D)软件模拟分析砂卵石地层分别开挖17.5、22.5 m 2种长度时槽段的稳定性;结合上述分析结果给出砂卵石地层长幅槽段稳定性控制措施;再通过超声波测试手段验证长幅槽段稳定性及控制效果。研究结果表明:影响槽段稳定性的主要因素有地层岩土体性质、槽段开挖深度、泥浆液面、泥浆密度、泥浆液面与地下水位高差及单幅槽段长度;调整泥浆参数、提高泥浆液面、降低地下水位、优化成槽次序及控制成槽时间等措施可以增加长幅槽段的稳定性;该地层条件下单幅槽段长度不超过21 m时,槽段可以保持直立稳定,长幅成槽技术可行。展开更多
基金Project(2017QNA21)supported by Fundamental Research Funds for the Central Universities,ChinaProject supported by the Priority Academic Program Development of Jiangsu Higher Education Institutions(PAPD),China
文摘To ensure compacted backfilling, it is essential to ensure the reliability of the performance of a solid backfill support, key equipment for integrating backfilling and mining. To evaluate the backfilling performance of a backfill support, the concept of backfill and operation properties is proposed in this study. Moreover, it is elaborated in terms of five aspects, namely, structural property, supporting property, tamping property, mechanical response property, and geological adaptation property, which are specifically reflected by 14 indexes including the supporting intensity and vertical roof gap. Seven separate evaluation indexes are selected to build a backfill and operation properties based system for evaluating the design schemes of the backfill support via a multi-index comprehensive evaluation method; then, the evaluation method and process together with measures to control the backfill and operation properties are proposed. By using this system, 11 schemes for optimizing the ZC5200/14.5/3 backfill support at Zhaizhen Coal Mine are evaluated, and scheme #10 is found to show superior vertical roof gap and other backfill and operation properties, thus demonstrating the reasonability of the evaluation system. On this basis, the backfill support research framework of designing initial scheme, optimizing design scheme, selecting the best evaluation indexes, evaluating optimizing scheme, and evaluating operation properties is built; this should serve as an important reference for further studies on the roof controlling performance of a backfill support.
文摘露天煤矿长时间大流量疏排降水导致矿区地下水资源严重浪费、井田周围生态环境急剧退化、生产运行成本大幅增加,截水帷幕技术为露天矿山地下水控制提供了新的思路。槽段稳定性直接关系到截水帷幕施工安全、成槽效率及防渗效果。为探讨矿山截水帷幕砂卵石地层在成槽时长幅槽段的稳定性,以我国内蒙古东部某露天煤矿为例,采用二维和三维水平条分法对砂卵石地层长幅槽段稳定性影响因素及规律进行研究,并对比分析二维与三维水平条分法在安全系数计算结果上的差异;借助FLAC^(3D)软件模拟分析砂卵石地层分别开挖17.5、22.5 m 2种长度时槽段的稳定性;结合上述分析结果给出砂卵石地层长幅槽段稳定性控制措施;再通过超声波测试手段验证长幅槽段稳定性及控制效果。研究结果表明:影响槽段稳定性的主要因素有地层岩土体性质、槽段开挖深度、泥浆液面、泥浆密度、泥浆液面与地下水位高差及单幅槽段长度;调整泥浆参数、提高泥浆液面、降低地下水位、优化成槽次序及控制成槽时间等措施可以增加长幅槽段的稳定性;该地层条件下单幅槽段长度不超过21 m时,槽段可以保持直立稳定,长幅成槽技术可行。
