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Large-deformation geomechanical problems studied by a shear-transformation-zone model using the material point method

机译:使用材料点法研究剪切变换区模型研究的大变形地质力学问题

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摘要

A non-equilibrium statistical thermodynamics-based framework for describing elasto-viscoplastic deformations in amorphous materials termed shear-transformation-zone (STZ) theory has been implemented in the material point method (MPM) and applied to the modeling of large-deformation geomechanical problems. Plane strain biaxial shear tests with different loading rates were first performed using the model to emphasize its ratedependency and to compare its performance with that of a mu(I) rheological model. The model was then utilized to simulate three classical large-deformation geomechanical problems, namely, the granular column collapse, the footing settling on a soft ground, and the soil-pipe interaction. It has been shown from this study that the STZ theory is promising in modeling rate-dependent viscoplastic behaviors of geomaterials, as well as solid-fluid phase transition and strain localization.
机译:基于非平衡的统计热力学的框架,用于描述无定形材料中的弹性粘性变形的剪切变换区(STZ)理论已经在材料点法(MPM)中实施,并应用于大变形地质力学问题的建模 。 首先使用模型进行不同加载率的平面菌株双轴剪切试验,以强调其重定依赖性,并将其性能与MU(I)流变模型进行比较。 然后利用该模型来模拟三种古典大变形地理问题,即粒状柱塌陷,施在柔软地上的基础沉降,以及土对管相互作用。 从这项研究中显示了STZ理论在依赖于造型的地磁粘膜行为以及固体流体相转变和应变局部化方面具有很有希望。

著录项

  • 来源
    《Computers and Geotechnics》 |2021年第7期|104153.1-104153.11|共11页
  • 作者单位

    Zhejiang Univ Comp Ctr Geotechn Engn Engn Res Ctr Urban Underground Space Dev Zhejiang Dept Civil Engn Ctr Balance Architecture Hangzhou Peoples R China;

    Zhejiang Univ Comp Ctr Geotechn Engn Engn Res Ctr Urban Underground Space Dev Zhejiang Dept Civil Engn Ctr Balance Architecture Hangzhou Peoples R China;

    Zhejiang Univ Comp Ctr Geotechn Engn Engn Res Ctr Urban Underground Space Dev Zhejiang Dept Civil Engn Ctr Balance Architecture Hangzhou Peoples R China;

    CEA DES IRESNE DEC SESC LSC Cadarache France;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Shear-transformation-zone; Material point method; Column collapse; Footing; Soil-pipe interaction;

    机译:剪切变换区;材料点法;柱塌陷;基于;土 - 管道相互作用;

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