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Comparison of the classical and fracture mechanics approaches to determine in situ stress/hydrofracturing method

机译:经典和骨折力学方法的比较确定原位应激/水力保护方法

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摘要

The earth's crustal stress determination is a crucial item in civil, petroleum, and mining engineering and also in energy development fields. The hydraulic fracturing (HF) is one of the standard methods for estimating in situ stress, which is often analyzed with classical approach for stress estimations. The classical approach neglects the presence of pre-existing cracks in rock mass; however, the hydraulic fracturing is a phenomenon of fracture propagation in which the fracture mechanics approach is more appropriate to consider more complex items in stress estimations. In this study, the in situ stress tests are conducted in Azad Pumped Storage Power Plant (Azad PSPP) in the west of Iran and then the classical approach and four available analytical fracture mechanics methods are applied to determine the in situ stresses. Moreover, numerical modeling based on the displacement discontinuity method (DDM) is used to model hydraulic fracturing process and the results are compared with analytical methods. A comprehensive analysis on the length of pre-existing crack is done as an influential parameter on stress magnitudes. The results indicate that the magnitudes of in situ stresses calculated by the fracture mechanics approach are often greater than the stress magnitudes calculated by the classical approach. Also, the effect of crack inclination angle and pre-existing crack length on the magnitudes of sigma(H) is studied. In addition, the distribution of fluid pressure along the cracks and its influence on the stress intensity factor in the crack tip are analyzed, and consequently, the estimation of in situ stress is investigated.
机译:地球的地壳应力测定是民事,石油和采矿工程的关键项目,也是能源开发领域。液压压裂(HF)是估计原位应力的标准方法之一,通常以经典方法分析应力估计。经典方法忽略了岩体中预先存在的裂缝;然而,水力压裂是裂缝繁殖的现象,其中裂缝力学方法更适合于考虑压力估计中的更复杂的物品。在这项研究中,原位应力测试在伊朗以西的Azad泵送蓄电厂(Azad PSPP)中进行,然后应用了古典方法和四种可用的分析骨折力学方法来确定原位应力。此外,基于位移不连续方法(DDM)的数值建模用于模拟液压压裂过程,并将结果与​​分析方法进行比较。对预先存在裂缝长度的综合分析是对应力大小的影响力的影响。结果表明,由裂缝力学方法计算的原位应力的大小通常大于经典方法计算的应力幅度。而且,研究了裂缝倾斜角度和预先存在的裂缝长度对Sigma(H)幅度的影响。另外,分析了沿裂缝的流体压力的分布及其对裂纹尖端中应力强度因子的影响,因此研究了原位应力的估计。

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