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Remediation of large-scale slope failures and impact on mine development at the Gold Quarry Mine

机译:金矿采石场大规模边坡破坏的治理及其对矿山开发的影响

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In 2009, the Gold Quarry openpit mine experienced multiple large-scale slope failures of the upper east highwall that reduced gold ore extraction for nearly 18 months. The slope failures occurred within a weak, consolidated sedimentary sequence that exhibits strength characteristics that are transitional between soil and rock. Instability initiated as mining exposed the lower, high plasticity subunits of the Carlin Formation. This deformation created preferential flow paths that allowed ground water from the upper sandy subunits to infiltrate low-permeability, clay-rich subunits, thereby enhancing deformation of the slope toe, which, in turn, destabilized the upper portion of the highwall. The outcome was a 160 m high slope failure that had a lateral run-out of 850 m. The effort to return the pit to ore production required geotechnical and hydrogeological investigations and the preliminary remediation mining activity to be concurrent. This required the development of detailed safety procedures and a requirement to modify the remediation design as new results were obtained. An initial challenge was to mitigate a near vertical, 90 m headscarp with localized, blast-induced slope failures. Back-analyses with numerical modeling software indicated that the failure surface could be shallower, which contradicted the initial failure interpretations. Eventually, drilling results confirmed this alternative failure geometry. The final remediation design incorporated shallower slope geometries and an approximately 3 Mt buttress along the base of the Carlin Formation and bedrock contact to reinforce the subunits with residual strength properties. The results are a stable highwall within the Carlin Formation following nearly 10 years of repeated slope failures, and an example of the necessity to conduct appropriate geotechnical and hydrogeological studies during the early stages of a new layback evaluation or new openpit development.
机译:2009年,Gold Quarry露天矿经历了上东高墙的多次大规模边坡破坏,使金矿开采减少了近18个月。边坡破坏发生在一个弱固结的沉积层序中,该序列表现出在土石之间过渡的强度特征。采矿引发的不稳定性暴露了卡林组较低的可塑性较高的亚基。这种变形产生了优先的流动路径,使地下水从上层砂质亚基渗入低渗透,富含粘土的亚基中,从而增强了坡脚趾的变形,进而破坏了高墙的上部。结果是160 m高边坡破坏,横向跳动为850 m。为了使矿井恢复生产,需要同时进行岩土工程和水文地质调查以及初步的补救采矿活动。这就要求制定详细的安全程序,并要求在获得新结果时修改补救设计。最初的挑战是缓解局部垂直,爆破引起的边坡破坏,使近90 m的近穗皮成为可能。用数值建模软件进行的反分析表明,破坏面可能较浅,这与最初的破坏解释相矛盾。最终,钻孔结果证实了这种替代的破坏几何形状。最终的补救设计包括较浅的斜坡几何形状以及沿Carlin层和基岩接触的约3 Mt支撑,以增强具有残余强度特性的亚单元。结果是经过近10年的反复边坡破坏,在卡林组内形成了稳定的高墙,并且是在新的后撤评估或新的露天矿开发的早期阶段进行适当的岩土和水文地质研究的必要性的一个例子。

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