膏体下采顶柱回采

A. Shiels, D. Sainsbury
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引用次数: 0

摘要

对嘉能可Isa山矿北3500矿体(N3500)采用胶结膏体充填(CPB)下采法进行了高品位顶柱开采技术研究。目前已成功开采了几个采场,在最小稀释的情况下实现了计划回收。除了标准的CPB实验室测试外,还在计划进行下手接触的区域进行了现场测试。目的是确定实际和设计CPB强度之间的差异,以确保强度适合计划的下手暴露尺寸。试验结果表明,由于充填体内部应力的拱起和固化过程,大部分原位CPB强度高于实验室固化和设计强度。从试验工作中获得的强度参数被纳入FLAC3D的数值模拟评估中。使用历史垂直CPB暴露进行模型校准,以确保采用的方法和材料参数是合适的。本文讨论了技术调查的方法和结果,以及如何将数据输入分析,以协助安全有效地开采顶柱。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Crown pillar extraction with paste underhand stoping
Technical investigations were conducted for extraction of a high-grade crown pillar in the northern 3500 orebody (N3500) at Glencore’s Mount Isa Mines using cemented paste backfill (CPB) underhand stoping. Several stopes have now been successfully extracted, achieving the planned recoveries with minimal dilution. In addition to standard CPB lab testing, in situ testing was conducted in the area planned for underhand exposure. The objective was to determine the variance between actual and design CPB strengths, to ensure the strengths were suitable for the planned underhand exposure dimensions. The testing results indicated the majority of in situ CPB strengths were higher than the lab cured and design strengths, due to the arching of stresses within the fill mass and curing processes. The strength parameters obtained from the testwork were incorporated in numerical modelling assessments using FLAC3D. Model calibrations were conducted using historical vertical CPB exposures to ensure the adopted methodology and material parameters were suitable. This paper discusses the methodology and results of the technical investigations, and how the data fed into analyses to assist with safe and efficient extraction of the crown pillar.
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