Study of anisotropic strength properties of shale

Danzhu Zheng, S. Miska, M. Ziaja, Jianguo Zhang
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引用次数: 14

Abstract

Shale has been known to be the source of wellbore instability during the drilling process. Organic rich shales are anisotropic due to their laminated structure and chemical properties. The goal of this study is to evaluate anisotropic mechanical properties of shale by triaxial tests, and predict shale anisotropic properties by well logging data interpretation. Shale samples were prepared with bedding plane inclination angles equal to 0 degrees, 45 degrees, and 90 degrees. Young's modulus, shear modulus, and Poisson’s ratio in different directions were measured for a sample with 0 degrees bedding plane inclination angle. Parameters of the stiffness tensor were calculated by mechanical properties. Compressive strength was measured under different confining pressures of 0 psi, 500 psi, 1000 psi, and 1500 psi. The strength properties of shale samples were evaluated by both compressive strength and tensile strength. Simple Plane of Weakness and Modified Cam Clay failure criteria were applied to describe shear failure mechanisms. A scanning electron microscope method was used for the comparison of micro structures between the intact shale sample and failed sample with different bedding plane inclination angles. Well logging data was used to connect experimental lab data and field data. Compressional wave velocity was predicted with different inclination angles by stiffness parameters. The predicted compressional wave velocity for a 45-degree inclination angle showed a perfect fit with the field logging data. Steps of inverse sonic log data to stiffness parameters were shown by a flow chart. The UCS strength for 0 degrees and 45 degrees was predicted by several empirical relations using sonic logging data. The safe mud window for this special shale formation is predicted by experimental data. As shown in experimental results, our shale sample has a weak direction for both failure criteria. Well logging data and experimental data can be connected, especially by sonic log data. However, to predict shale anisotropic strength through well logging still requires more effort. The novelty of the process which connects experimental results and well logging data will be helpful for solving instability problems occurring in shale formation.
页岩各向异性强度特性研究
众所周知,页岩是钻井过程中井筒不稳定的根源。富有机质页岩具有层状结构和化学性质的各向异性。通过三轴试验评价页岩各向异性力学性质,通过测井资料解释预测页岩各向异性力学性质。页岩样品的层理面倾角分别为0°、45°和90°。对层理平面倾角为0°的试样,测量了不同方向上的杨氏模量、剪切模量和泊松比。根据力学性能计算刚度张量参数。在0 psi、500 psi、1000 psi和1500 psi的围压下测量了抗压强度。通过抗压强度和抗拉强度评价页岩样品的强度特性。采用简单软弱面准则和修正凸轮粘土破坏准则来描述剪切破坏机制。采用扫描电镜方法对不同层理面倾角下完整页岩样品与破坏页岩样品的微观结构进行了比较。测井数据用于连接实验实验室数据和现场数据。利用刚度参数预测不同倾角下的纵波速度。预测的45度斜角纵波速度与现场测井数据吻合良好。用流程图说明了声波测井反求刚度参数的步骤。利用声波测井资料,利用几个经验关系式预测了0°和45°的单束强度。通过实验数据预测了该特殊页岩地层的安全泥浆窗口。实验结果表明,我们的页岩样品在两种破坏准则下都具有弱方向性。测井数据与实验数据可以进行对接,尤其是声波测井数据。然而,通过测井预测页岩各向异性强度仍需付出更多努力。将实验结果与测井资料相结合的新方法将有助于解决页岩地层不稳定问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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