渗流条件下断裂地层沉降的不连续变形分析:案例研究

Jingyao Gao , Wei Wang , Yiyang Tang , Hongyun Fan
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引用次数: 0

摘要

随着地下水循环利用项目的日益突出,人们对地质构造沉降问题的关注也在不断加强。然而,由于演化时间长,地下不连续面复杂,变形场和沉降机理难以获得。为此,本研究在一个位于鹅卵石矿区的地下水循环项目中采用了水力机械耦合不连续变形分析法(HM-DDA)。介绍了建立数值地层模型和确定所需数值参数的方法。这有助于全面重建鹅卵石区域内的原位应力变化,包括初始应力平衡状态以及抽水和注水过程。结果表明,注水过程缓解了沼泽区两端的应力集中。具体而言,水头上升 30 米,地表相应升高 3.94 厘米。
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Discontinuous deformation analysis for subsidence of fractured formations under seepage: A case study

With the growing prominence of recycling projects of groundwater, the attention towards subsidence concerns in geological formations is intensifying. However, due to the long evolutionary time and complex underground discontinuities, the deformation field and subsidence mechanism are difficult to obtain. To this concern, this study implemented the Hydro-Mechanical Coupled Discontinuous Deformation Analysis (HM-DDA) in a groundwater recycling project located at a goaf mining site. The method for establishing numerical stratigraphic models and determining the required numerical parameters is introduced. This contributes to the comprehensive reconstruction of changes in in-situ stress within the goaf area, encompassing the initial stress equilibrium state, as well as the processes of water pumping and injection. The results indicated that the water injection process mitigated stress concentrations at both ends of the goaf area. Specifically, a 30-m rise in water head resulted in a corresponding elevation of the ground surface by 3.94 ​cm.

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