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Open-cast mine slope deformation and failure mechanisms interpreted from slope radar monitoring

机译:边坡雷达监测解释露天矿边坡变形与破坏机理

摘要

The monitoring of open-pit mine slopes using radar systems is becoming more and more common. The output from radar monitoring is the displacement of the full slope surface after each radar scan, allowing displacements, velocities and acceleration to be determined. The displacement trends obtained from radar monitoring are a representation of the deformation taking place within the mine slope. The research deals with the analysis of the displacement trends in order to understand the slope deformation behaviour. The main objectives of this research work were:ud To interpret the deformation behaviour and failure mechanisms of open-cast mine slopes based primarily on displacement data from radar monitoring; andud To develop a method using the radar displacement data for predicting the time to failure of open-cast mine slopes.udThe research established that slope failure is preceded by the gradual accumulation of deformation within the slope. Identifying where the deformation is taking place, the magnitudes and state of the deformation is crucial in understanding and interpreting the slope deformation and failure mechanisms. The main accomplishments of the research include:ud The interpretation of deformation and failure mechanisms from radar displacement data of both stable and unstable open-cast mine slopes. The interpretation of deformation was used in classifying the deformation behaviour of unstable open-cast mine slopes into five main stages, consisting of three pre-failure stages and two post-failure stages. From the displacement data, two types of deformation behaviour of stable slopes were also identified;ud The development of a simple model for estimating the threshold values for the cumulative rate of displacement. The cumulative rate of displacement threshold determines when mine personnel and equipment must evacuate the unstable area of the slope. The model can also be used to effectively identify the deformation state of open-cast mine slopes; andud The development of a Slope Failure Prediction Model (SFPM) for estimating the time to failure of open-cast mine slopes. The model was effective in predicting the time to failure when validated with four case examples of open cast mine slope failures. The development of the SFPM is a novel approach which provides an automated prediction of time to failure.
机译:使用雷达系统对露天矿山边坡进行监测变得越来越普遍。雷达监视的输出是每次雷达扫描后整个斜坡表面的位移,从而可以确定位移,速度和加速度。从雷达监测获得的位移趋势表示矿山边坡内发生的变形。该研究对位移趋势进行分析,以了解边坡变形行为。这项研究工作的主要目标是:ud主要基于雷达监测的位移数据来解释露天矿山边坡的变形行为和破坏机理;和ud开发一种使用雷达位移数据预测露天矿边坡破坏时间的方法。 ud研究确定边坡破坏先于边坡内部变形的累积。识别变形发生的位置,变形的大小和状态,对于理解和解释边坡变形和破坏机理至关重要。研究的主要成就包括:从稳定和不稳定露天矿山边坡的雷达位移数据中解释变形和破坏机制。变形的解释用于将不稳定的露天矿山边坡的变形行为分为五个主要阶段,包括三个故障前阶段和两个故障后阶段。从位移数据中,还可以识别出两种类型的稳定斜坡的变形行为; ud开发了一种简单模型来估算累积位移速率的阈值。累积位移率阈值决定了矿山人员和设备何时必须撤离斜坡的不稳定区域。该模型还可用于有效识别露天矿边坡的变形状态。和ud开发了一种边坡破坏预测模型(SFPM),用于估计露天矿边坡的破坏时间。该模型在以露天矿边坡破坏的四个案例为例进行验证时,可以有效地预测破坏时间。 SFPM的开发是一种新颖的方法,它提供了故障时间的自动预测。

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    Osasan Kayode Stephen;

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  • 年度 2013
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