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首页> 外文期刊>International Journal of Rock Mechanics and Mining Sciences >A discrete-fracture-network fault model revealing permeability and aperture evolutions of a fault after earthquakes
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A discrete-fracture-network fault model revealing permeability and aperture evolutions of a fault after earthquakes

机译:一种离散骨折 - 网络故障模型,揭示地震后渗透率和孔径的变化

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The present study aims to illustrate the evolutions of fault aperture during earthquake-induced fault deformation and the following fault healing process. We consider the coupled shear-flow properties of fault, and establish a DFN-fault model that contains a discrete fracture network (DFN) embedded with a deformable fault. The calculated equivalent permeability with varying shear displacement of the fault is compared with that of in-situ measurements in the Wenchuan earthquake fault zone. Based on the best-fitted shear displacement, the closure of fault aperture over time in the post-earthquake stage is calculated and presented. We define a dimensionless permeability and a dimensionless aperture that is the ratio of permeability/aperture at a certain shear displacement and a certain depth to their original values recorded after an initial earthquake. Our analysis suggests that the dimensionless permeability decreases over time following linear functions, while the dimensionless aperture decreases following quadratic functions in the post-earthquake stage. The ranges of dimensionless permeability increment during an earthquake and reduction afterward are approximately twice of those of dimensionless aperture increment and reduction, respectively. The results revealed an increasing manner of closure rates of the fault in each post-earthquake stage, which cannot be effectively accommodated by previous experimental observations and theoretical/numerical models that generally obtain decreasing closure rates over time. The unusually high hydraulic diffusivity measured in the fault zone implies strong water circulation that could result in rapid transport of mass/minerals of props, which added by precipitation on throat flow paths in the damage zone may be partially responsible to this difference.
机译:本研究旨在说明地震诱导的故障变形和以下故障愈合过程中的故障孔径的演变。我们考虑故障的耦合剪切流性,并建立一个嵌入具有可变形故障的离散断裂网络(DFN)的DFN故障模型。将计算出的具有变化的剪切位移的计算的等效渗透率与汶川地震断层区的原位测量进行了比较。基于最佳剪切位移,计算并呈现出地震后阶段中的故障孔径随时间的关闭。我们定义了无量纲渗透性和无量纲孔,其是一定剪切位移处的磁导率/孔径的比率和在初始地震之后记录的原始值的某个深度。我们的分析表明,线性函数后的无量纲渗透率随着时间的推移而减小,而在地震阶段的二次函数之后,无量纲孔径会降低。之后,在地震和减少期间的无量纲渗透率增量的范围分别是无量纲孔径增量和减少的两倍。结果揭示了每个后地震阶段的故障闭合速率的增加方式,其不能通过先前的实验观察和理论/数值模型来有效地容纳,这些模型通常会随着时间的推移降低闭合率。在断层区域中测量的异常高的液压扩散率意味着强的水循环可能导致大规模/矿物质的快速运输,这通过沉淀添加损伤区中的喉部流动路径可以部分地归于这种差异。

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