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An energy approach to sleeve fracture stress measurements.

机译:套筒断裂应力测量的一种能量方法。

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摘要

Sleeve fracture is an attempt to determine the in situ stresses in rock using a pressuremeter (or borehole dilatometer). The method simulates hydraulic fracture in that a section of a vertical borehole is pressurized to the instant of tensile failure in the rock. Sleeve fracture is unlike hydraulic fracture in the sense that once a fracture is created, the membrane of the pressuremeter prevents the pressurizing fluid from penetrating the fracture. This has certain implications for mine safety. Stephansson (1983) believed that the pressure at which the fracture reopened would correspond to the minor principal horizontal stress. If this were true, the initial fracture pressure, the reopening pressure, and the tensile strength of the rock would provide sufficient information to calculate the two horizontal principal stresses in the rock, at the test location.; This thesis shows that the reopening pressure cannot be used to determine the in situ stresses in rock. A new theory of sleeve fracture is proposed in which the minor principal stress is related to the work done in propagating the fracture created in the first pressure cycle. Theoretical elasticity and elastic fracture mechanics provide a relationship between stress intensity factor and crack length. The release of elastic strain energy due to fracture propagation is, in turn, related to the minor principal stress. The energy released during sleeve fracture is measured by calculating the change in area under the pressure volume curve between successive pressurization cycles.; In this thesis, a boundary element computer code was developed to illustrate that the energy approach was applicable to an elastic material. Results from experiments on plaster and limestone blocks suggest that fracture mechanics can indeed be used to estimate the fracture lengths during sleeve fracture. However, the quantity of energy released during the experiments was much larger than the amount predicted using the new (fracture energy) theory. It is speculated that the energy in excess of the theoretical quantity is due to the development of an annulus of microfractures in the region near the pressurized borehole.
机译:套筒断裂是一种尝试使用压力计(或井眼膨胀计)确定岩石中的原位应力的尝试。该方法模拟了水力压裂,其中垂直井眼的一部分被加压到岩石中拉伸破坏的瞬间。套筒断裂与水力断裂不同,因为一旦产生断裂,压力计的膜片就会阻止加压流体渗透到断裂处。这对矿山安全有一定影响。 Stephansson(1983)认为裂缝重新打开的压力将对应于较小的主水平应力。如果是这样的话,岩石的初始断裂压力,再开启压力和抗拉强度将提供足够的信息来计算测试位置岩石中的两个水平主应力。该论文表明,重新开启压力不能用于确定岩石的原地应力。提出了套筒断裂的新理论,其中较小的主应力与传播在第一压力循环中产生的断裂所完成的工作有关。理论弹性和弹性断裂力学提供了应力强度因子和裂纹长度之间的关系。裂缝扩展引起的弹性应变能的释放又与较小的主应力有关。通过计算连续加压循环之间压力体积曲线下面积的变化来测量套筒断裂过程中释放的能量。本文开发了一种边界元计算机代码来说明能量方法适用于弹性材料。石膏和石灰石砌块的实验结果表明,断裂力学确实可以用来估计套管断裂过程中的断裂长度。但是,实验过程中释放的能量远大于使用新的(断裂能)理论预测的能量。据推测,超过理论量的能量是由于在加压井眼附近的区域中出现了微裂缝环隙。

著录项

  • 作者

    Chandler, Neil Allen.;

  • 作者单位

    University of Manitoba (Canada).;

  • 授予单位 University of Manitoba (Canada).;
  • 学科 Engineering Mining.
  • 学位 Ph.D.
  • 年度 1989
  • 页码
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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