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3D comprehensive advance exploration and prevention technology of mine water-inrush

机译:矿井突水3D综合超前勘探与防治技术

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摘要

Mine water-inrush is one of the main geological disasters, which threat safe and efficient mining. Aiming at the complex geological condition and hydro geological condition of the second panel (panel II) of one mine, we use 3D comprehensive exploration and prevention technology find out the spatial form and distribution characteristics of geologic structures and goaf. The paper elaborate on implementation process of 3D seismic and underground drilling, analysis of the potential water-inrush place by pumping test and drilling coring test. Then we build a numerical simulation model of water-inrush place according to the exploration results. Using COMSOL MULTIPHYSICS software analysis of the water-inrush mechanism of the dangerous place and calculate the reasonable width of waterproof pillar is 50m that base on the theory of fluid-solid coupling which ensures safe and efficient mining. The research results show that there is a goaf in panel I where water-inrush risk exists. The gateway will happen transient and lagging water-inrush accident respectively when design 30m and 40m waterproof pillar between goaf and mining gateway; the plastic failure zone of waterproof pillar's roof and floor present asymmetric form, and the scope of plastic zone larger and failure time earlier in floor than the roof.
机译:矿井突水是威胁安全高效开采的主要地质灾害之一。针对某矿山第二板(Ⅱ板)的复杂地质条件和水文地质条件,采用3D综合勘探与防治技术,找出了地质构造和采空区的空间形态和分布特征。本文详细阐述了3D地震和地下钻探的实施过程,通过抽水试验和钻探取芯试验分析了潜在的突水位置。然后根据勘探结果建立了突水场的数值模拟模型。基于流固耦合理论,利用COMSOL MULTIPHYSICS软件对危险场所的突水机理进行分析,计算出防水柱的合理宽度为50m,从而保证了安全高效的开采。研究结果表明,第I板中有一个采空区,存在突水风险。在采空区与采空区之间设计30m和40m防水柱时,分别发生瞬态和滞后突水事故。防水柱顶,底板的塑性破坏区呈不对称形式,塑性区的范围更大,底板的破坏时间早于顶板。

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