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A new laboratory test for shear fracture formation and its permeability measurement

机译:剪切裂缝形成及其渗透率测量的新实验室测试

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We propose a new testing method which allows us to create a single shear fracture and measure its permeability sequentially under confining pressure, once a specimen is set to an apparatus. Then the shear sliding of fracture occurs while keeping contact of the fracture surfaces, as expected to occur in subsurface rocks subjected to compressive stresses. We constructed the apparatus and applied it to the tests using Kimachi sandstone as a rock sample. Results show that permeability of the rock increased with existence of a shear fracture, however the increment was not so significant compared with the original permeability and there was no clear correlation between the permeability increment and shear displacements of the fracture surfaces.
机译:我们提出了一种新的测试方法,一旦将样本设置到设备上,该方法便可以创建单个剪切裂缝并在封闭压力下依次测量其渗透率。然后,裂缝的剪切滑动在保持裂缝表面接触的同时发生,正如预期在承受压缩应力的地下岩石中发生的那样。我们构造了该仪器并将其用于使用Kimachi砂岩作为岩石样品的测试中。结果表明,岩石的渗透率随剪切裂缝的存在而增加,但与原始渗透率相比增加并不明显,渗透率增加与裂缝表面的剪切位移之间没有明显的相关性。

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