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Investigation of Localization and Failure Behavior of Castlegate Sandstone using True Triaxial Testing.

机译:用真三轴试验研究Castlegate砂岩的定位和破坏行为。

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摘要

A series of true triaxial compression tests were performed on Castlegate sandstone, a high porosity reservoir analog. Tests were run under five stress states ranging from axisymmetric compression to axisymmetric extension. The tests were run under constant mean stress conditions at five different mean stress levels, chosen to span the failure modes observed in the material: shear band formation, compaction localization, and bulk compaction. The constant mean stress condition was chosen to investigate dependence of constitutive response and failure on the third invariant of deviatoric stress.;A novel jacketing procedure was developed which allowed strains to be measured in all three principal directions and acoustic emissions generated by the specimen to be recorded. Acoustic emissions, which represent damage within the specimen, were used to track the development of deformation bands within the specimen. Failure was determined to be the onset of localization, which consistently occurred prior to the peak in the stress-strain curve. A plane-fitting algorithm was used to determine the angle of the deformation band that formed in the specimen at the onset of localization.;Three distinct responses were seen. First, at low mean stresses (30--90 MPa), a stress peak and drop followed by a plateau in the stress-strain curve was observed. This response was associated with the formation of a shear band. Typically a shear band was expressed on the specimen jacket; this was confirmed with acoustic emission locations. For all of the specimens that formed shear bands the constitutive response was dilatant at failure. The second response, a knee in the stress-strain curve followed by a flat or slightly increasing plateau, is seen at intermediate mean stresses (90--150 MPa). This response was found to correlate with compaction localization, a diffuse feature that forms roughly perpendicular to the direction of maximum compression. These features did not express themselves on the specimen jacket due to a lack of shear strain. Prior to failure, specimen constitutive response showed either no change in volume strain at failure or compaction. The third response was only observed at high mean stresses (120--150 MPa). These specimens demonstrated no localization, characterized by a stress-strain response similar to that seen for compaction localization; however, the stress plateau for these specimens was always increasing. All of these specimens were compactant at failure.;Acoustic emissions were used to track damage within the specimen. By fitting a plane through the locations of these events, band angles were determined and compared to the angles expressed on the specimen jacket. Band angles decrease with increasing mean stress, transitioning from shear bands to compaction localization and then to no localization. However, no trend is seen relating band angles to deviatoric stress state. Additionally, the rate that at which a specimen generates acoustic events can be used to determine when the specimen localized; therefore, the onset of localization can be determined without locating acoustic emission events.;As the stress state moves from axisymmetric compression towards axisymmetric extension, shear bands and compaction bands are formed at higher mean stresses; this indicates that the nature of the failure feature is dependent on the third invariant of deviatoric stress. Additionally, for low mean stresses (30--90 MPa), the shear stress required to induce failure decreased as the stress state moved towards axisymmetric extension. This indicates that, at low mean stresses, failure is dependent on the third invariant of deviatoric stress.;A new process for separating elastic and plastic strain was developed to determine inelastic constitutive parameters: the dilation coefficient and the local slope of the yield surface. These parameters were used to calculate predicted band angles, which were then compared to those found through acoustic emissions and visual observation. Acoustic emission results correlate well with bands observed on the exterior of the specimen. However, agreement with predicted band angles is inconclusive; some predictions show excellent agreement, while the error for some was 30° or more. (Abstract shortened by UMI.)
机译:在Castlegate砂岩(高孔隙度储层类似物)上进行了一系列真正的三轴压缩试验。测试在从轴对称压缩到轴对称延伸的五个应力状态下进行。在恒定的平均应力条件下,以五个不同的平均应力水平进行了测试,这些条件被选择为跨越材料中观察到的破坏模式:剪切带形成,压实局部化和整体压实。选择恒定平均应力条件来研究本构响应和破坏对偏应力的第三不变性的依赖性。开发了一种新颖的护套方法,该方法可以在所有三个主要方向上测量应变,并且可以将试样产生的声发射确定为记录下来。代表样品内部损伤的声发射被用来跟踪样品内部变形带的发展。失效被确定为局部化的开始,局部化一直发生在应力应变曲线的峰值之前。用平面拟合算法确定在定位开始时样品中形成的形变带的角度。看到三个不同的响应。首先,在低平均应力(30--90 MPa)下,观察到应力峰值和下降,然后在应力应变曲线中达到平稳状态。该响应与剪切带的形成有关。通常在试样夹套上有剪切带。声发射位置证实了这一点。对于所有形成剪切带的样品,其破坏时的本构响应都是扩张的。第二个响应是在中等平均应力(90--150 MPa)下看到的应力-应变曲线中的拐点,随后是平坦或略有增加的平台。发现该响应与压实定位相关,压实定位是大致垂直于最大压缩方向形成的扩散特征。由于缺少剪切应变,这些特征并未在标本夹套上表现出来。破坏之前,试样的本构反应表明破坏时的体积应变没有变化或压实。仅在高平均应力(120--150 MPa)下观察到第三种响应。这些标本没有显示局部化,其特征是应力-应变响应与压实定位相似。然而,这些样品的应力平台一直在增加。所有这些样品在破坏时都是致密的。声发射被用来跟踪样品内的损坏。通过使一个平面穿过这些事件的位置,可以确定带角并将其与样品夹套上表示的角度进行比较。带角随平均应力的增加而减小,从剪切带过渡到压实局部,然后再无局部。但是,没有发现将带角与偏应力状态相关的趋势。另外,标本产生声音事件的速率可以用来确定标本何时定位。当应力状态从轴对称压缩向轴对称延伸移动时,在较高的平均应力下会形成剪切带和压实带。这表明失效特征的性质取决于偏应力的第三不变性。此外,对于低平均应力(30--90 MPa),随着应力状态向轴对称延伸方向移动,引起破坏所需的剪切应力降低。这表明在低平均应力下,破坏取决于偏应力的第三不变性。;开发了一种分离弹性和塑性应变的新方法来确定非弹性本构参数:膨胀系数和屈服面的局部斜率。这些参数用于计算预测的带角,然后将其与通过声发射和视觉观察发现的带角进行比较。声发射结果与在样品外部观察到的条带良好相关。然而,与预测的带角一致并不确定。一些预测显示出极好的一致性,而某些预测的误差为30°或更大。 (摘要由UMI缩短。)

著录项

  • 作者

    Ingraham, Mathew Duffy.;

  • 作者单位

    Clarkson University.;

  • 授予单位 Clarkson University.;
  • 学科 Geophysics.;Engineering Geological.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 168 p.
  • 总页数 168
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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