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Yield cap constitutive models for predicting compaction localization in high porosity sandstone.

机译:预测高孔隙度砂岩压实局部的屈服本构模型。

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摘要

Field and laboratory investigators have observed thin, tabular zones of localized compressional deformation in high porosity sandstone. In experiments, these 'compaction bands' form perpendicular to the maximum stress and display greatly reduced porosity. Permeability is reduced by over an order of magnitude, and may affect the withdrawal of fluids from reservoirs. Studies addressing band formation as a type of strain localization predict the onset of the bands in a range of constitutive parameters roughly consistent with experiments, but predictions are highly dependent on the constitutive relation used. Previous yield cap constitutive models employed a single deformation criterion, linking hydrostatic and shear response. In this work, we propose a pair of yield cap models employing separate inelastic deformation parameters for volumetric and shear response. The new models are able to model deformation in complex loading paths and predict compaction localization accurately.
机译:现场和实验室研究人员已经观察到高孔隙度砂岩中局部压缩变形的薄板状区域。在实验中,这些“压缩带”垂直于最大应力形成,并显示出大大降低的孔隙率。渗透率降低了一个数量级,并且可能影响流体从储层中抽出。将能带形成作为一种应变局部化的研究,可以在与实验大致一致的一系列本构参数中预测能带的出现,但是预测高度依赖于所使用的本构关系。先前的屈服上限本构模型采用了单个变形准则,将静水压力和剪力响应联系在一起。在这项工作中,我们提出了一对使用单独的非弹性变形参数进行体积和剪力响应的屈服上限模型。新模型能够对复杂加载路径中的变形进行建模,并准确预测压实位置。

著录项

  • 作者

    Grueschow, Eric R.;

  • 作者单位

    Northwestern University.;

  • 授予单位 Northwestern University.;
  • 学科 Engineering Civil.; Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 146 p.
  • 总页数 146
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;机械、仪表工业;
  • 关键词

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