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Quantification and visualization of finite strain in 3D viscous numerical models of folding and overthrusting

机译:折叠和推力的3D粘性数值模型中有限应变的量化和可视化

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Finite strain analysis and three-dimensional (3D) numerical modeling are important methods to understand the deformation history of rocks. Here, we analyze finite strain in 3D numerical simulations of power-law viscous folding and overthrusting. Simulations with different and laterally varying detachment geometries cause a lateral transition from folding (for thicker detachments) to overthrusting. We compute the 3D finite strain tensor, the principal strain values and their orientations. We compute the Nadai strain, epsilon(S), and the Lode's ratio, v, representing the strain symmetry (constriction or flattening). We apply Hsu diagrams to visualize strain distribution in epsilon(S) - v space, in combination with color-coding, indicating the corresponding position of strain data in the 3D model. We analyze the orientation and spatial variation of finite strain with polar and rose diagrams and quantify the spatial and temporal evolution of finite strain with strain profiles. Our results show that: (i) the magnitude of epsilon(S) generally increases from folding to overthrusting, (ii) an initial flat ramp geometry of the detachment generates a distinctive pattern of epsilon(S) , (iii) lateral variations of epsilon(S) and v can be used to identify lateral variations in sub-surface structures, and (v) internal strike-slip shearing is generated due to the folding-overthrusting transition.
机译:有限应变分析和三维(3D)数值建模是了解岩石变形历史的重要方法。在这里,我们在幂律粘性折叠和推力的3D数值模拟中分析了有限应变。具有不同且横向变化的分离几何形状的模拟会导致从折叠(对于较厚的分离)到过度推力的横向过渡。我们计算3D有限应变张量,主应变值及其方向。我们计算了Nadai应变epsilon(S)和Lode比率v,代表应变对称性(收缩或展平)。我们将Hsu图与颜色编码结合使用以可视化epsilon(s)-v空间中的应变分布,指示应变数据在3D模型中的对应位置。我们用极坐标图和玫瑰图分析有限应变的方向和空间变化,并利用应变曲线量化有限应变的时空演化。我们的结果表明:(i)ε的大小通常从折叠到推力增加,(ii)分离的初始平坦斜坡几何形状会产生独特的ε模式,(iii)ε的横向变化(S)和v可用于识别次表面结构的横向变化,并且(v)由于过度推覆过渡而产生内部走滑剪切。

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