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A Micromechanical Model for Numerical Study of Rock Dilation and Ductility

机译:岩石膨胀和延性数值研究的微力学模型

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摘要

The newly implemented micromechanical model in the CA2 computer program was studied in this work. The purpose was to address some of the issues in the numerical studies involving the Bonded Particle Model (BPM) including unrealistically low qu/sigma t ratios, overall dilation behavior, and the post-failure response of rocks. The plasticity model allows both tensile and shear softening of the filling material at the contact points of the particles. It is shown that for a more ductile material, there is less scatter of micro-cracking at the peak load. Furthermore, the ductility parameter appears to be a good tool in controlling the ratio of compressive to uniaxial tensile strength of rock. While the ductility of the filling at the contact points of the particles has a drastic effect on the macroscopic post-peak rock behavior in the direct tensile testing, its role in dictating the post-peak rock behavior in compression is negligible and needs further study. The combined effect of ductility and initial micro-cracking on rock strength characteristics was studied as well. The numerical results suggest that the ratio of Brazilian to direct tensile strength of the simulated material is affected by the initial micro-crack intensity; this ratio is around 1 for a material with no initial micro-cracks but it gradually increases as the initial micro-crack intensity is increased. In terms of the overall dilation behavior, it is shown that the macro-dilation angle can be controlled by means of the micro-dilation angle in a positive correlation provided that the average grain size is sufficiently small or when a joint is involved. As the grain size increases, the resulted macro-asperities suppress the functionality of the micro-dilation angle and consequently, the macro-dilation angle cannot be controlled. Further, it is shown that the genesis pressure can help to govern the overall dilation behavior. This parameter is also able to control the post-peak behavior of a bonded particle system. It is shown that high values of the genesis pressure yield to more brittle BPM system with greater dilation angles and steeper post-peak curves.
机译:在这项工作中研究了CA2计算机程序中新实现的微机械模型。目的是解决涉及键合颗粒模型(BPM)的数值研究中的一些问题,包括不切实际的低qu / sigma t比,整体膨胀行为以及岩石的失效后响应。可塑性模型允许填充材料在颗粒的接触点处拉伸和剪切软化。结果表明,对于更具延展性的材料,在峰值载荷下微裂纹的散射较小。此外,延性参数似乎是控制岩石的抗压强度与单轴抗拉强度之比的好工具。在直接拉伸试验中,尽管颗粒接触点处填充物的延展性对宏观的峰后岩石行为有巨大影响,但它在决定压缩后峰后岩石行为方面的作用可忽略不计,需要进一步研究。还研究了延性和初始微裂纹对岩石强度特性的综合影响。数值结果表明,模拟材料的巴西拉伸强度与直接拉伸强度之比受初始微裂纹强度的影响。对于没有初始微裂纹的材料,该比率约为1,但随着初始微裂纹强度的增加,该比率逐渐增加。就总体膨胀行为而言,表明,只要平均晶粒尺寸足够小或当涉及到接合处时,就可以通过微膨胀角以正相关来控制宏观膨胀角。随着晶粒尺寸的增加,所产生的宏观粗糙性抑制了微观扩张角的功能性,因此,无法控制宏观扩张角。进一步地,显示了起源压力可以帮助控制总体的扩张行为。此参数还可以控制键合粒子系统的峰后行为。结果表明,较高的成因压力会导致具有更大膨胀角和更陡峭的峰后曲线的脆性BPM系统。

著录项

  • 作者

    Norouzi, Siavash.;

  • 作者单位

    New Mexico Institute of Mining and Technology.;

  • 授予单位 New Mexico Institute of Mining and Technology.;
  • 学科 Engineering.
  • 学位 M.S.
  • 年度 2017
  • 页码 63 p.
  • 总页数 63
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 文学理论;
  • 关键词

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