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Paste backfill bulkhead failures and pressure monitoring at Cayeli Mine

机译:卡耶利矿山粘贴回填舱壁故障和压力监控

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摘要

The stability of bulkheads forms an integral part of a successful paste backfill system. Bulkheads are constructed at the draw points of open stopes to contain paste fill while the initial pour cures and forms a consolidated plug. Mobilization of uncured paste fill as a result of a bulkhead failure can lead to significant consequences, including endangering the safety of personnel, property damage and production losses and delays. This paper presents details of three paste fill bulkhead failures that have occurred during the late stage of tight filling transverse blind uphole retreat stopes in an underground base metal mine; the results of an in-situ instrumentation and monitoring program to ascertain the paste fill pressure loads acting on the bulkheads and to understand the pressure development mechanism within paste fill mass; and the subsequent changes made to the bulkhead design and paste fill placement sequence in order to prevent reoccurrence of bulkhead failures in the future. The revised bulkhead design and fill placement management has been successful because, to date, Cayeli has filled more than 50 blind stopes without any failure. A significant outcome of this study is that it has been shown that only a combination of properly engineered bulkhead design, bulkhead construction, and better management of fill placement can provide safe and efficient filling practices. Furthermore, bulkhead pressures are very site-specific and any bulkhead design should be based on. field pressure monitoring results carried out at the actual mine site.
机译:隔板的稳定性是成功的浆糊回填系统不可或缺的一部分。隔板在开放式采掘场的抽水点处构造,以在初始浇筑固化时形成糊状填充物,以填充浆糊。由于舱壁故障而动员未固化的糊状填充物会导致严重后果,包括危及人员安全,财产损失以及生产损失和延误。本文详细介绍了在地下贱金属矿山中,在紧密填充横向盲井上后撤采场的后期发生的三种糊状填充舱壁失效的细节。现场仪表和监测程序的结果,以确定作用在舱壁上的糊料填充压力负荷,并了解糊料填充质量内的压力发展机制;以及随后对舱壁设计和浆糊填充放置顺序进行的更改,以防止将来再次发生舱壁故障。修改后的舱壁设计和填充位置管理是成功的,因为迄今为止,Cayeli已成功填充了50多个盲区。这项研究的重要成果是,只有适当设计的舱壁设计,舱壁构造和更好的填充位置管理相结合,才能提供安全有效的填充方法。此外,舱壁压力是非常特定于现场的,任何舱壁设计都应基于该压力。在实际矿井现场进行的现场压力监测结果。

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