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Large scale three-dimensional pit slope stability analysis of the structurally controlled mechanism in Mae Moh coal mine

机译:MAE MOH煤矿结构控制机制的大规模三维坑坡稳定性分析

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Mae Moh Mine is the largest open pit coal mine in the Southeast Asia, which coal production, is used wholly for 14 percent of Thailand electricity generation. The great challenge in the very near future is the stability of the massive great wall, called 'Cl-Westwall' area. The batter is susceptible to the risk of the large scale blocks sliding determined by the geological structures and discontinuities, such as faults, joints, weak layers and bedding plane shears, abundantly existing in the under burden rock mass. The potential sliding rock mass of more than 200 metres high batter could be susceptible to the catastrophic event and affects to the continuity of the project. The wall conceptual adjustment was initially proposed in 2013, concerning with approximately 43 million cubic metres of under burden rock mass which would be excavated according to the old mine master plan. The review of geological structures has shown that there is the possibility to re-design the shape of this wall portion which could be led to the substantially waste removal cost saving. Due to the nature of the area of interest, complex geological setting make the problem should be considered in the three-dimensional. The evaluation of wall stability for safe and feasible mining, the 3DEC~R (Itasca Consulting 2007) was selected as the tool of the trade by the advantage of discontinuum modelling approach, which facilitates the explicit joints modelling. Block joints cutting models with statistical orientations of bedding planes were analysed to get the results and better understanding of the rock blocks movement tendency in relation to the orientations of controlling structures. Another benefit which has been gained from this 'experiment' is the awareness to the potential hazard that proved to be existed and still be needed to be thoroughly evaluated. This is the first step to the efficient slope re-design procedure of the Mae Moh Mine pit wall, for the long-term mine planning.
机译:Mae Moh Mine是东南亚最大的露天煤矿,其中煤炭生产,占泰国电力的14%。在不久的将来的巨大挑战是巨大的长城稳定,称为“Cl-Westwall”地区。面糊易受由地质结构和不连续性确定的大规模块滑动的风险,例如故障,关节,薄层和床上用品剪切,在负担岩体下大量存在。潜在的滑动岩质量超过200米高的面糊可能易于灾难性事件影响,并影响项目的连续性。墙上的概念调整最初是在2013年提出的,涉及大约4300万立方米的负担岩体,这将根据旧矿山总体规划挖掘。地质结构的审查表明,有可能重新设计该壁部分的形状,该壁部分可以被引导到基本上的废物去除成本节省。由于感兴趣的领域的性质,复杂的地质环境使问题应在三维中考虑。对安全可行采矿的墙壁稳定性的评估,3DEC〜R(ITASCA咨询2007)被选为贸易的工具,通过不连续建模方法的优势,这有助于明确的关节建模。分析具有床上用品方向的统计方向的块接头切割模型以获得结果,更好地理解岩石块与控制结构的方向相比的运动趋势。从这个“实验”中获得的另一个福利是对证明存在的潜在危害的意识,仍然需要进行彻底评估。这是Mae Moh矿坑墙的有效坡度重新设计程序的第一步,用于长期矿山规划。

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