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Three-dimensional strain analysis using Mathematica

机译:使用Mathematica进行三维应变分析

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A suite of geological computer programs written in Mathematica is currently available both within the online repository for the Journal of Structural Geology as well as on the first author's website. The majority of these programs focus on three-dimensional strain analysis (e.g., determining best-fit strain ellipsoids, plotting elliptical data on either a Flinn or Hsu diagram, and determining error bounds for three-dimensional strain data). This program suite also includes a ternary diagram plotting program, a rose diagram program, an equal area and equal angle projections program, and an instructional program for creating two-dimensional strain path animations. The bulk of this paper focuses on a new method for determining a best-fit ellipsoid from arbitrarily oriented sectional ellipses and methods for determining appropriate error bounds for strain parameters and orientation data. This best-fit ellipsoid method utilizes a least-squares approach and minimizes the error associated with the two-dimensional data-ellipse matrix elements with the corresponding matrix elements from sectional ellipses through a general ellipsoid. Furthermore, a kernel density estimator is utilized to yield reliable error margins for the strain parameters, octahedral shear strain, Flinn's k-value, and Lode's ratio. By assuming a gamma distribution for the simulated principal axes orientations, more realistic error bounds can be estimated for these axes orientations.
机译:目前,在《结构地质杂志》的在线资源库以及第一作者的网站上都可以使用Mathematica编写的一套地质计算机程序。这些程序大多数都集中在三维应变分析上(例如,确定最合适的应变椭圆体,在Flinn或Hsu图上绘制椭圆数据,以及确定三维应变数据的误差范围)。该程序套件还包括三元图绘制程序,玫瑰图程序,等面积和等角投影程序以及用于创建二维应变路径动画的说明性程序。本文的大部分内容集中于一种从任意取向的截面椭圆确定最佳拟合椭圆的新方法,以及为应变参数和取向数据确定合适的误差范围的方法。这种最佳拟合椭圆体方法利用最小二乘法,将与二维数据椭圆矩阵元素相关的误差降到最低,该误差与从截面椭圆到普通椭圆体的相应矩阵元素有关。此外,利用核密度估计器得出应变参数,八面体剪切应变,Flinn的k值和Lode的比率的可靠误差容限。通过假设模拟主轴方向的伽马分布,可以为这些轴方向估计更实际的误差范围。

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