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Seismic imaging of stressed pillars in abandoned coal mines: Case studies fromAustralia

机译:废弃煤矿应力柱的地震成像:来自澳大利亚的案例研究

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Systematic underground coal mining began in easternAustralia in 1802. Coal is nowAustralia's largest commodity export.With continuing expansion of this industry and population growth over the last 209 years many abandoned mines now lie within the precincts of large Australian cities, towns or high priority growth areas and are now adversely impacting surface developments due to fear of mine subsidence. Many of these old mines were operated with the room-and-pillar mining method and represent a major subsidence risk where standing and/or partially collapsed workings lie within 100m of the ground surface. Among the key issues hampering urban and infrastructure development are the lack of reliable data on the location and likely stability of these old workings and the costs of traditional investigative geotechnical technologies, principally drilling, that attempt to provide this information. It is widely accepted that P-wave borehole seismic imaging can greatly increase the cost-effectiveness of drilling by expanding the effective radius of investigation of a borehole and can locate regions of lower seismic velocity associated with collapsed workings and voids. However, it is less well recognised that regions of increased stress within the roof-pillar system, indicative of high risk standing workings, can also be seismically imaged as regions of higher seismic velocity. Demonstrations of this approach are provided by two case studies from Australian coalfields. The first study applies direct underground seismic imaging of a coal pillar in the Eastern Coalfields before and after it was split. This shows that approximately doubling the stress on the load-bearing regions of the split pillar increases P-wave seismic velocities by about forty percent. The second study, near the margins of old workings in theWestern Coalfields, uses crosshole and surface-to-borehole seismic imaging to identify unexpected mine voids that were not intersected in the boreholes and observes the high velocity signature typical of a high risk, standing pillar. It is concluded that using P-wave borehole seismic imaging technologies with increased focus on the regions of increased stress can greatly improve the assessment of high risk mine subsidence areas.
机译:有系统的地下煤矿开采始于1802年,在澳大利亚东部。煤炭是澳大利亚最大的商品出口。随着该行业的不断发展和过去209年的人口增长,许多废弃的煤矿现在位于澳大利亚大城市,城镇或优先发展的地区由于担心地雷沉陷,现在对地表发展产生不利影响。这些老矿中有许多是采用房柱式开采方法进行开采的,当站立和/或部分塌陷的开采活动位于地表100m以内时,存在很大的沉陷风险。阻碍城市和基础设施发展的关键问题包括缺乏有关这些旧矿场的位置和稳定性的可靠数据,以及试图提供这些信息的传统勘察岩土技术(主要是钻探)的成本。众所周知,P波钻孔地震成像可以通过扩大钻孔的有效勘测半径来大大提高钻井的成本效益,并且可以定位与塌陷的工作和孔隙相关的地震速度较低的区域。但是,很少有人认识到,屋顶柱系统内应力增加的区域(表示高风险的常备工作)也可以通过地震方式成像为地震速度较高的区域。澳大利亚煤田的两个案例研究提供了这种方法的演示。第一项研究是对东部煤田煤柱分裂前后进行的直接地下地震成像。这表明将裂开的柱的承重区域上的应力大约加倍可使P波地震速增加约40%。第二项研究是在西部煤田的老矿井边缘附近,利用井眼和地表到井筒地震成像来识别未与井眼相交的意外矿井,并观察到典型的高风险立柱的高速特征。 。结论是,使用P波钻孔地震成像技术,将重点更多地放在应力增加的区域上,可以大大改善对高风险矿区塌陷区的评估。

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