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Discrete element modeling of cone penetration testing in coarse grain soils.

机译:粗粒土壤中锥入度测试的离散元素建模。

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摘要

A discrete element numerical modeling analysis for Cone Penetration Testing (CPT) was carried out to quantify grain size effects on cone penetration tip resistance. Analyses were performed simulating a model chamber using Particle Flow Code in 2 Dimensions (PFC2D) employing the Discrete Element Method (DEM) with uniform as well as distributed grain sizes. Analyses were carried out to simulate normally consolidated granular material with vertical/horizontal overburden stress ratio (k0) equal to 0.5 and with varying relative densities. In the numerical analysis, chamber diameter, boundaries and particle diameter were varied to investigate the possible effects on the measured cone tip resistance. Some limitations of the 2-dimensional modeling vs. 3-dimensional field conditions are also discussed.; The results were compared with recent CPT research in terms of chamber diameter and boundary effects. The results are in good agreement. This research has shown that refusal of penetration can be expected when the grain to cone diameter ratio is around 1.0. Also the measured cone tip resistance will start to be influenced by the grain size when the grain to cone diameter ratio reaches about 0.3.
机译:进行了锥形渗透测试(CPT)的离散元素数值模型分析,以量化晶粒尺寸对锥孔穿透阻力的影响。使用二维尺寸(PFC2D)的粒子流代码,采用离散元素方法(DEM),具有均匀且分布的晶粒尺寸来模拟模型室。进行分析以模拟垂直/水平上覆应力比(k0)等于0.5且相对密度不同的正常固结的颗粒状材料。在数值分析中,改变腔室直径,边界和粒径以研究对测得的锥头阻力的可能影响。还讨论了二维建模与三维场条件的一些局限性。在腔室直径和边界效应方面,将结果与最新的CPT研究进行了比较。结果非常吻合。这项研究表明,当晶粒与圆锥直径之比约为1.0时,可以预期会拒绝穿透。当晶粒与锥体的直径比达到约0.3时,所测量的锥体尖端电阻也将开始受到晶粒尺寸的影响。

著录项

  • 作者

    Iqbal, Muhammad Sajid.;

  • 作者单位

    University of Alberta (Canada).;

  • 授予单位 University of Alberta (Canada).;
  • 学科 Engineering Civil.; Geotechnology.
  • 学位 M.Sc.
  • 年度 2004
  • 页码 136 p.
  • 总页数 136
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;地质学;
  • 关键词

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