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Numerical modelling of shallow abandoned mine working subsidence affecting transport infrastructure

机译:浅埋废弃矿山开采沉陷影响交通基础设施的数值模拟

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This work presents details of a shallow mining subsidence event that occurred in the summer of 2001 causing the formation of crown-holes at the surface which affected the East Coast Main Railway line in the UK. This subsidence event caused significant disruption and the remediation effort required the construction of a 1.8 km long diversion built on a piled, reinforced concrete raft. Details of the ground investigation are summarised along with a large parametric numerical modelling study undertaken in FLAC 3D into the potential causes of the instability, including the role of variations of the level of the groundwater table, the influence of the structure of the rock mass and also the potential geometry of the abandoned workings. Ultimately the modelling allowed constraints to be placed on the likely excavation width of the workings at the site along with bedding spacing and strength of the overlying rock mass. The modelling also suggests that the increase in the ground water table may also have been a factor in the occurrence of instability on the site.
机译:这项工作提供了2001年夏季发生的浅层开采沉陷事件的详细信息,该事件导致地表冠孔的形成,从而影响了英国东海岸主干铁路线。这次沉陷事件造成了严重破坏,补救工作要求在堆放的钢筋混凝土筏上建造一个长1.8公里的引水道。总结了地面调查的详细信息,并在FLAC 3D中进行了一个大型参数数值模拟研究,以分析造成不稳定性的潜在原因,包括地下水位变化的作用,岩体结构的影响以及地下水位的变化。还有废弃工作的潜在几何形状。最终,通过建模,可以将约束限制在工作现场可能的开挖宽度以及层理间距和覆岩质量上。该模型还表明,地下水位的增加也可能是现场不稳定的一个因素。

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