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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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摘要

The classical theory for hydraulicfracturing stress measurements assumes an ideal casewith a linear elastic, homogenous, and isotropicmedium; and a fracture that reopens distinctly whenthe minimum tangential borehole stress is exceeded.The induced fracture disturbs this ideal picture inseveral aspects, which are important for theevaluation of the maximum horizontal principal stressusing the fracture reopening pressure. Thisdisturbance can be attributed to the fracture normalstiffness and the initial hydraulic fracturepermeability. In this paper, the hydraulic fracturingreopening test is studied by coupled hydromechanicalmodeling that takes into account an induced fracturethat is incompletely closed. The result shows thatwith realistic equipment compliance, the apparentfracture reopening evaluated from the well-pressureis close to the magnitude of the minimum horizontalprincipal stress with little or no correlation to themaximum horizontal principal stress. This observationsuggests that the determination of maximum principalstress by hydraulic fracturing using the reopening pressure is very uncertain.
机译:水力压裂应力测量的经典理论假设理想情况是使用线性弹性,均质和各向同性的介质。当超过最小切向钻孔应力时,裂缝会明显地重新张开。诱发的裂缝在很多方面都扰乱了这种理想的图像,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压裂渗透率。本文通过耦合流体力学模型研究了水力压裂开裂试验,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,从井压评估的表观裂缝重开度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或没有相关性。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。

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