Ground support strategy for optimisation of time schedule, Oyu Tolgoi Underground Mine

Batbayar Batkhuu, L. Johnson
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Abstract

Oyu Tolgoi is an underground block cave in the initial development stage, where rapid development, yet comprehensive, ground support is required to begin undercutting and start production. High variability in the rock mass, high stress and deep mining requires various ground support standards and sequences to provide initial stability during development and long-term stability for the production stage. Different strategies were developed for ground support and reinforcement that support short-term and longterm stability at the appropriate time, to optimise the development rates and reduce rework. The different approaches considered the excavation ground conditions and size, the different short- and long-term purposes of drives, and the future interactions with other excavations and the undercutting. Management of the strategies required implementation of new or modified data management systems, such as Deswik® and CaveCAD, to collate data acquired from face mapping, drive scanning, and scheduling into a system that could be easily monitored and rapidly modified when required. Strategies were planned into the monthly and weekly schedules using Deswik® for initial and remaining ground support. Remaining ground support maps with attributes of support elements assisted short- and mid-term planning for scheduling ground support remaining against the design. Face mapping, overbreak, and support damage levels were monitored as trigger points to ensure that the appropriate level of ground support was installed at the required time, changing the strategy when required through daily reviews. The management of geotechnical data and the implementation of ground support strategies have optimised the mining cycles while ensuring that the ground was supported appropriately at the required time. The strategies have increased development and support rates, improving schedule compliance.
奥尤陶勒盖地下矿山地面保障调度优化策略
奥尤陶勒盖是一个处于初期开发阶段的地下块状溶洞,需要快速开发,但需要全面的地面支持,才能开始挖槽和开始生产。岩体的高变异性、高应力和深部开采需要不同的地面支护标准和顺序,以提供开发阶段的初始稳定性和生产阶段的长期稳定性。为地面支援和加固制定了不同的策略,以在适当的时候支持短期和长期稳定,以优化开发速度并减少返工。不同的方法考虑了挖掘的地面条件和规模,不同的短期和长期目的,以及未来与其他挖掘和下部开挖的相互作用。管理策略需要实施新的或改进的数据管理系统,如Deswik®和CaveCAD,以整理从面部映射、驱动器扫描和调度中获得的数据,并将其整合到一个系统中,该系统可以轻松监控并在需要时快速修改。使用Deswik®为初始和剩余地面支持计划每月和每周的时间表。剩余地面支援地图具有支持元素的属性,有助于根据设计安排剩余地面支援的短期和中期规划。作为触发点,监测地面测绘、超限和支架损坏程度,以确保在所需时间安装适当水平的地面支架,并在需要时通过每日审查改变策略。岩土技术数据的管理和地面支持策略的实施优化了采矿周期,同时确保在所需的时间内适当地支持地面。这些策略提高了开发和支持率,改进了进度遵从性。
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