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Quantitative hazard assessment system(Has-Q) for open pit mine slopes

International Journal of Mining Science and Technology 2019年第3期29卷 419-427页

作者： Tatiana Barreto dos Santos milene sabino lana Tiago Martins Pereira Ismet Canbulat Mining Engineering Department Universidade Estadual de Minas GeraisJoao Monlevade 35930314Brazil Mining Engineering Department Universidade Federal de Ouro PretoOuro Preto 35400000Brazil Statistical Department Universidade Federal de Ouro PretoOuro Preto 35400000Brazil School of Minerals and Energy Resources Engineering University of New South WalesSydneyNSW 2052Australia

Rock slope hazard assessment is an important part of risk analysis for open pit mines.The main parameters that can lead to rock slope failures are the parameters traditionally used in geomechanical classifications,the slope geometrical parameters and external factors like rainfall and blasting.This paper presents a methodology for a hazard assessment system for open pit mine slopes based on 88 cases collated around the world using principal components analysis,discriminant analysis and confidence ellipses.The historical cases used in this study included copper,gold,iron,diamond,lead and zinc,platinum and claystone mines.The variables used in the assessment methodology are uniaxial compressive strength of intact rock;spacing,persistence,opening,roughness,infilling and orientation of the main discontinuity set;weathering of the rock mass;groundwater;blasting method;and height and inclination of the pit.While principal component analysis was used to quantify the data,the discriminant analysis was used to establish a rule to classify new slopes about its stability condition.To provide a practical hazard assessment system,confidence ellipses were used to propose a hazard graph and generate the HAS-Q.The discriminant rule developed in this research has a high discrimination capacity with an error rate of 11.36%.

关键词： Hazard assessment Risk analysis Open pit mine slopes Multivariate statistics

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Numerical modeling of failure mechanisms in phyllite mine slopes in Brazil

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International Journal of Mining Science and Technology 2014年第6期24卷 777-782页

作者： lana milene sabino School of Mines Mining Engineering Department Federal University of Ouro PretoOuro Preto Brazil

This paper presents three case studies comprising failure mechanisms in phyllite mine slopes at Quadrilá-tero Ferrífero, State of Minas Gerais, Brazil. Numerical modeling techniques were used in this study. Failure mechanisms involving discontinuities sub parallel to the main foliation are very common in these mines. Besides, failure through the rock material has also been observed due to the low strength of phyllites in this site. Results of this work permitted to establish unknown geotechnical parameters which have significant influence in failure processes, like the in situ stress field and the discontinuity stiffness.

关键词：数值模拟技术失效机理千枚岩煤矿巴西材料破坏破坏过程岩土参数

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