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Uncertainty in the maximum principal stress estimated from hydraulic fracturing measurements due to the presence of the induced fracture

机译:由于诱发裂缝的存在,通过水力压裂测量估算的最大主应力不确定性

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The classical theory for hydraulic fracturing stress measurements assumes an ideal case with a linear elastic, homogenous, and isotropic medium; and a fracture that reopens distinctly when the minimum tangential borehole stress is exceeded. The induced fracture disturbs this ideal picture in several aspects, which are important for the evaluation of the maximum horizontal principal stress using the fracture reopening pressure. This disturbance can be attributed to the fracture normal stiffness and the initial hydraulic fracture permeability. In this paper, the hydraulic fracturing reopening test is studied by coupled hydromechanical modeling that takes into account an induced fracture that is incompletely closed. The result shows that with realistic equipment compliance, the apparent fracture reopening evaluated from the well-pressure is close to the magnitude of the minimum horizontal principal stress with little or no correlation to the maximum horizontal principal stress. This observation suggests that the determination of maximum principal stress by hydraulic fracturing using the reopening pressure is very uncertain. (C) 2000 Elsevier Science Ltd. All rights reserved. [References: 19]
机译:水力压裂应力测量的经典理论假设使用线性弹性,均质和各向同性的介质为理想情况。当超过最小切向钻孔应力时,裂缝会明显重新打开。诱发的裂缝在几个方面扰乱了这种理想情况,这对于使用裂缝重新张开压力评估最大水平主应力非常重要。这种干扰可归因于断裂法向刚度和初始水力断裂渗透率。在本文中,水力压裂重开试验是通过耦合流体力学模型研究的,该模型考虑了未完全闭合的诱发裂缝。结果表明,在符合实际设备的情况下,根据井压评估的表观裂缝重新张开接近最小水平主应力的大小,而与最大水平主应力几乎没有关联。该观察结果表明,使用重新开启压力通过水力压裂确定最大主应力是非常不确定的。 (C)2000 Elsevier ScienceLtd。保留所有权利。 [参考:19]

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