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首页> 外文期刊>NDT & E international >Permeability measurements during triaxial and direct shear loading using a novel X-ray transparent apparatus: Fractured shale examples from Beetaloo basin, Australia
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Permeability measurements during triaxial and direct shear loading using a novel X-ray transparent apparatus: Fractured shale examples from Beetaloo basin, Australia

机译:使用新型X射线透明仪器在三轴和直接剪切载荷下的渗透率测量:澳大利亚比塔卢盆地的页岩裂缝实例

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摘要

Coupled multiphysics constitutive models are generally developed based on macro-(core) scale measurements often without an in-depth knowledge of involved micro-scale phenomena. Recent addition of micro-scale imaging capabilities to triaxial and direct shear systems has enabled the characterisation of micro-scale phenomena during failure process using techniques such as 3D X-ray computed tomography. These X-ray transparent deformation-flow cells, however, are often force controlled, and incapable of measuring the displacement independently. They also have difficulties in controlling the temperature, and often do not allow measurement of permeability or cannot combine both direct shear and triaxial capabilities in one system. We therefore present the development and the first trial of an X-ray transparent apparatus capable of controlling the sample temperature without influencing X-ray radiation. The designed system allows for measurement of axial deformation both in load and displacement control-mode where permeability measurements can be conducted during the experiment. In order to assess the robustness of the designed system, the conductivity of fractured shale samples from the Beetaloo basin, Australia were measured under triaxial and direct shear loading. The triaxial experiment was conducted on a sample drilled parallel to bedding planes at 10 MPa confinement and up to 30 MPa axial stress. The gas permeability was continually measured during the loading and micro CT-images were acquired before-loading, at peak-load and after-unloading to investigate any induced damage and its potential effect on the permeability. In addition, a direct shear test was conducted on another Beetaloo shale sample with 0.5 MPa normal stress and 0.5 mm/s shear displacement. The fracture conductivity was measured throughout the test and sample was scanned before-shearing and right after-peak to investigate the effect of fracture shearing on overall fracture conductivity and aperture variations.
机译:耦合多物理场本构模型通常是基于宏观(核心)尺度的测量而开发的,通常没有对涉及的微观尺度现象的深入了解。最近在三轴和直接剪切系统中增加了微型成像功能,从而能够使用3D X射线计算机断层扫描等技术表征故障过程中的微型现象。但是,这些X射线透明变形流动池通常受力控制,并且无法独立测量位移。它们在控制温度方面也有困难,并且通常不允许测量渗透率,或者无法在一个系统中同时兼顾直接剪切能力和三轴能力。因此,我们介绍了能够控制样品温度而不影响X射线辐射的X射线透明设备的开发和首次试用。设计的系统允许在载荷和位移控制模式下测量轴向变形,在此模式下可以在实验过程中进行渗透率测量。为了评估设计系统的鲁棒性,在三轴和直接剪切载荷下测量了澳大利亚Beetaloo盆地的裂缝性页岩样品的电导率。在平行于顺层平面钻的样品上,在10 MPa的限制和最高30 MPa的轴向应力下进行了三轴实验。在加载过程中连续测量气体渗透率,并在加载前,峰值加载和卸载后获取微CT图像,以研究任何诱发的损害及其对渗透率的潜在影响。另外,在另一个Beetaloo页岩样品上进行了直接剪切试验,该样品具有0.5 MPa的正应力和0.5 mm / s的剪切位移。在整个测试过程中都测量了断裂电导率,并在剪切前和峰后立即对样品进行了扫描,以研究断裂剪切对整体断裂电导率和孔径变化的影响。

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