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Rock damage assessment in a large unstable slope from microseismic monitoring - MMG Century mine (Queensland, Australia) case study

机译:通过微震监测评估大的不稳定斜坡上的岩石破坏-MMG Century矿山(澳大利亚昆士兰州)案例研究

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Movements, instability and failures in open pit mines can pose important geotechnical problems, leading to major impacts on the safety of personnel and the mining operations. In particular, large slope scale rockslides represent a significant challenge, as these types of instabilities require accurate observations and monitoring. However, in many cases engineers can only rely on surface displacements for their interpretation of the failure mechanism because there is no information on the extension of the deformation into the slope. More recently, several attempts have been made to monitor the volume of rock of unstable slope in open pit and natural slopes, using the microseismic technique. Nevertheless, the link between ground deformations, failure mechanism and microseismic data was rarely addressed in the details of these studies. In this paper, a case study of the SW Wall instability at Century mine (Queensland, Australia) is discussed. Since 2009, the pit wall has been affected by several multi-batter failures, associated with continuous bedding planes. Geotechnical investigations, supported by numerical modelling, have interpreted those instabilities as potential development of deep-seated failure. Consequently, in early 2013, the slope angle at the base of the slope was reduced and a buttress was left to avoid further progression of the instability into the lower section of the wall. Slope performance while mining has been primarily managed through surface monitoring (geodetic prisms and ground-based radar). However, as there were still concerns, a microseismic monitoring program was proposed by MMG geotechnical personnel and subsequently implemented. Our work integrated the approaches, analysing both ground deformation and microseismic data in order to reach a more complete understanding of rock damage at depth and mechanisms of instability. (C) 2016 Elsevier B.V. All rights reserved.
机译:露天煤矿的移动,不稳定和故障会造成重大的岩土工程问题,从而对人员安全和采矿作业造成重大影响。特别是,大坡度的岩质滑坡是一个巨大的挑战,因为这些类型的失稳需要准确的观测和监测。但是,在许多情况下,工程师只能依靠表面位移来解释破坏机理,因为没有有关变形扩展到斜坡的信息。最近,已经进行了一些尝试,使用微地震技术来监测露天和自然边坡中不稳定边坡的岩石体积。然而,在这些研究的细节中,地面变形,破坏机制和微地震数据之间的联系很少得到解决。本文以Century矿山(澳大利亚昆士兰州)的SW墙失稳为例进行了讨论。自2009年以来,基坑墙已受到数次与连续垫层平面相关的多电池故障的影响。在数值模拟的支持下,岩土工程研究已将这些不稳定性解释为深层破坏的潜在发展。因此,在2013年初,减小了斜坡底部的倾斜角度,并留下了支撑,以避免不稳定性进一步发展到墙的下部。采矿时的边坡性能主要通过地表监测(大地棱镜和地面雷达)进行管理。但是,由于仍然存在担忧,MMG岩土技术人员提出了微震监测程序,并随后实施了该程序。我们的工作整合了这些方法,分析了地面变形和微震数据,以便更深入地了解深度处的岩石破坏和失稳机理。 (C)2016 Elsevier B.V.保留所有权利。

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