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Recent Advancements in Mine Slope Monitoring Technology Vis-a-Vis Their Effective Application In Indian Surface Mines

机译:Vis-a-Vis矿山边坡监测技术的最新进展及其在印度露天矿中的有效应用

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Surface mines are going deeper and deeper with the passage of time. The maximum stripping ratio being planned is up to 1:15 with a depth of about 500 m. With such deep and large mines ensuring safety of mine slope is a great challenge. Slope design engineer designs the slope angle of mine with available or generated scanty data regarding soil and rock mass, scantily surveyed geological data, hydrological data etc. But it must be very clear to everyone that the design of a slope in rock mass can never be said to be perfect Rock mass contains so much variability in their engineering properties, variability in geological and weathering conditions and many unknown geological conditions which are hidden inside the rock mass. Hence design of a slope does not fully ensure that the mine operating at designed slope will remain safe.Slope movement behavior, obtained through monitoring data, on the other hand provides a real confidence to the mine operators in the process of ensuring the safety of slope. Ground movement behavior of the mine wall is a real function of known as well as unknown geological features, hydrological conditions, heterogeneity of rock mass and all other parameters affecting the stability of the surface mines. Hence the precise data obtained from a Well-Planned, Well-Executed, and Well-Analysed Monitoring Project could provide lifeline and much more confidence to mine management in the process of running the mine safely and economically. One can also plan for reviewing the slope angle in case of getting negligible slope movement over a few years. This paper discusses the gradual advancements in mine slope monitoring technology globally, and suggests the appropriate implementabie and effective technology for Indian Surface Mines for the present decade.
机译:随着时间的流逝,地雷越来越深。计划中的最大剥线比最高为1:15,深度约为500 m。对于如此深而又大的矿山,确保矿山边坡的安全性是一个巨大的挑战。边坡设计工程师利用可用的或生成的有关土壤和岩体的稀有数据,经过扫描的地质数据,水文数据等来设计矿山的边坡角。但是,每个人都必须非常清楚,岩体边坡的设计永远不可能据说是完美的岩体的工程特性,地质和风化条件的可变性以及隐藏在岩体中的许多未知地质条件的变化性是如此之大。因此,边坡的设计不能完全确保在设计边坡上运行的矿井的安全性。另一方面,通过监测数据获得的边坡移动行为为矿井运营商在确保边坡安全的过程中提供了真正的信心。矿井壁的地面运动行为是已知和未知的地质特征,水文条件,岩体的非均质性以及影响地面矿井稳定性的所有其他参数的真实函数。因此,从计划周密,执行良好且经过良好分析的监控项目中获得的精确数据可以为矿山管理人员安全,经济地运营矿山提供生命线和更大的信心。如果几年来坡度移动可以忽略不计,还可以计划检查坡度角。本文讨论了全球范围内矿山坡度监测技术的逐步发展,并提出了当前十年印度陆上露天矿的适当实施和有效技术。

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