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Integrated In Situ Stress Estimation by Hydraulic Fracturing, Borehole Observations and Numerical Analysis at the EXP-1 Borehole in Pohang, Korea

机译:通过液压压裂,孔隙,韩国Exp-1钻孔的液压压裂,钻孔观察和数值分析集成了原位应力估算

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摘要

It is desirable to combine the stress measurement data produced by different methods to obtain a more reliable estimation of in situ stress. We present a regional case study of integrated in situ stress estimation by hydraulic fracturing, observations of borehole breakouts and drilling-induced fractures, and numerical modeling of a 1 km-deep borehole (EXP-1) in Pohang, South Korea. Prior to measuring the stress, World Stress Map (WSM) and modern field data in the Korean Peninsula are used to construct a best estimate stress model in this area. Then, new stress data from hydraulic fracturing and borehole observations is added to determine magnitude and orientation of horizontal stresses. Minimum horizontal principal stress is estimated from the shut-in pressure of the hydraulic fracturing measurement at a depth of about 700 m. The horizontal stress ratios (S (Hmax)/S (hmin)) derived from hydraulic fracturing, borehole breakout, and drilling-induced fractures are 1.4, 1.2, and 1.1-1.4, respectively, and the average orientations of the maximum horizontal stresses derived by field methods are N138A degrees E, N122A degrees E, and N136A degrees E, respectively. The results of hydraulic fracturing and borehole observations are integrated with a result of numerical modeling to produce a final rock stress model. The results of the integration give in situ stress ratios of 1.3/1.0/0.8 (S (Hmax)/S (V)/S (hmin)) with an average azimuth of S (Hmax) in the orientation range of N130A degrees E-N136A degrees E. It is found that the orientation of S (Hmax) is deviated by more than 40A degrees clockwise compared to directions reported for the WSM in southeastern Korean peninsula.
机译:期望将不同方法产生的应力测量数据组合以获得更可靠地估计原位应力。我们提出了一种区域案例研究,通过液压压裂,观察钻孔爆发和钻孔诱导的骨折,观察到韩国浦项,韩国浦项1公里深井眼(EXP-1)的数值模型,观察综合压力估算。在测量压力之前,朝鲜半岛的世界压力图(WSM)和现代现场数据用于在该地区构建最佳估计应力模型。然后,加入来自液压压裂和钻孔观测的新应力数据以确定水平应力的幅度和取向。从液压压裂测量的关闭压力下估计最小水平主应力,深度约为700米。源自液压压裂,钻孔突破和钻孔诱导的骨折的水平应力比(S(Hmax)/ s(Hmin))分别为1.4,1.2和1.1-1.4,并且衍生的最大水平应力的平均取向通过现场方法分别是N138A度E,N122A度和N136A度E。液压压裂和钻孔观测结果与数值模拟结果相结合,以产生最终岩石应力模型。积分的结果以1.3 / 1.0 / 0.8(s(hmax)/ s(v)/ s(hmin))的原位应力比,在N130a度值的方向范围内具有平均方位角的s(hmax)的平均方位角N136A度E.发现S(HMAX)的方向与东南部半岛WSM报告的方向相比,顺时针偏离超过40度。

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