Numerical Study on Casing Integrity During Hydraulic Fracturing Shale Formation

Xiaye Wu, Lihong Han, Shang-yu Yang, Fei Yin, C. Teodoriu, Xingru Wu
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引用次数: 4

Abstract

Due to the layered texture and sedimentation environment, shale formations usually characterized as high heterogeneity and anisotropy in in-situ stresses. During the hydraulic fracturing process, fracturing fluid is injected at a pressure above the formation pressure. This injection process changes the local in-situ stresses in a quick and significant manner while generating fracture systems. In the regions of existing geo-features such as natural fractures and faults, local stress changes could lead to the activation of formation movement, which in return impacts the casing going through the locale. Casing deformations during hydraulic fracturing have been observed in Southwest China Sichuan basin, and it have impeded completion operations in certain regions. In order to ensure further exploring, we analyszed this phenomenon and propose practical solutions for fault reactivation prevention. To study the mechanism of local slippage and the impact on casing integrity, we set up a 2D finite element model with considerations of in-situ stresses acquired from fields, natural fracture orientation from available seismic data, and we simulated water injection process in order to quantify potential slippage and displacement. The finite element model features an integration of casing, cementing, and formation under the hydraulic fracturing conditions. For particular parameters such as permeability and leak-off coefficeint, we conducted sensitivity studies to quantify their impacts on displacement amount. The theoretical geomechanics studies indicate water induced slippage existence in shale due to its fracture reactivation. Using the finite element model, this paper interpreted and quantified the impact of fracturing fluid injection on casing from strike-slip fault regiems. Simulation results revealed that water injection into natural fractured shale formation can induce finite displacement characterized as fault slippage along discontinues surfaces. This study could help engineers to have a better prediction as how hydraulic fracture intereact with subsurface structures and potential risks that comes along with it. This type of casing damage can be reduced by improving well trajectory design, completion operation, and higher strength level of casing-cement system. The findings from this study not only can be applied to naturally fractured formations, but also to other pre-existing geo-features such as discountinues surfaces. It also provides fundamental basis for more practical solution to find the measures and overcome the casing deformation problems in hydraulic fracturing.
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水力压裂页岩地层套管完整性数值研究
受层状结构和沉积环境的影响,页岩地层地应力具有高度的非均质性和各向异性。在水力压裂过程中,压裂液的注入压力高于地层压力。这种注入过程在产生裂缝系统的同时,以一种快速而显著的方式改变了局部地应力。在现有的地质特征区域,如天然裂缝和断层,局部应力变化可能导致地层运动,从而影响套管穿过该区域。在四川盆地西南地区,水力压裂过程中观察到套管变形现象,并对部分地区的完井作业造成了影响。为了保证进一步的探索,我们对这一现象进行了分析,并提出了防止故障再激活的切实可行的解决方案。为了研究局部滑移的机理及其对套管完整性的影响,我们建立了一个二维有限元模型,考虑了从现场获得的地应力和从现有地震数据中获得的天然裂缝方向,并模拟了注水过程,以量化潜在的滑移和位移。该有限元模型综合考虑了水力压裂条件下的套管、固井和地层。对于渗透率和泄漏系数等特定参数,我们进行了敏感性研究,以量化它们对驱替量的影响。理论地质力学研究表明,页岩中存在因裂缝再活化而引起的水致滑移。利用有限元模型,对走滑断层下压裂液注入对套管的影响进行了解释和量化。模拟结果表明,对天然裂缝性页岩地层进行注水会引起以断续面断层滑动为特征的有限位移。这项研究可以帮助工程师更好地预测水力压裂与地下结构的相互作用以及随之而来的潜在风险。通过改进井眼轨迹设计、完井作业和提高套管-水泥系统的强度水平,可以减少这种类型的套管损坏。这项研究的结果不仅可以应用于天然裂缝地层,还可以应用于其他预先存在的地质特征,如间断面。为更实际地解决水力压裂中套管变形问题,寻找解决措施提供了基础依据。
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