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Analysis of Fracture Initiation Pressure of Horizontal Well at Anisotropic Formation Using Boundary Element Method

机译:各向异性地层水平井裂缝起始压力的边界元分析

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With the influence of bedding plane, the mechanical properties of bedded rocks, such as shale and coal rock at vertical and parallel bedding direction show comparatively significant difference. Therefore, compared with homogeneous rocks, bedded rocks exhibit obvious anisotropic mechanical properties. Currently, most fracture initiation pressure prediction models simplify rock to homogeneous dielectric elastomer, which is inapplicable to calculate wellbore fracture initiation pressure at bedded stratums. Given that the mechanical properties of bedded rocks at bedding plane direction are the same, this paper established a calculation model of horizontal well fracture initiation pressure in the anisotropic formation and set up a numerical solution method of circumferential stress around the borehole by means of using boundary element method. In addition, a calculation method for fracture initiation pressure based on tensile strength criterion and simplex algorithm was also proposed. The research results indicate that: In the case of high elasticity modulus anisotropy ratio, the wellbore fracture initiation pressure is low; when the elasticity modulus at vertical bedding direction is greater than that at parallel bedding direction, fracture initiation pressure decreases with the increase of bedding dip angle; the shape of wellbore has imposed an significant influence on fracture initiation pressure. For non-circular wellbore, fracture initiation pressure increases with the increase of length-width ratio in the case of smaller ovality. When wellbore shape transforms from equiaxial circle to long and narrow ellipse, fracture initiation pressure decreases with the increase of stress concentration level. Thus, this paper performed calculation and comparison with classical solutions for particular cases similar to isotropic body of stratum using the model established which verified the validity of the proposed theory. According to the research results, a new method for precise calculation of fracture initiation pressure of horizontal well at bedded stratum was provided.
机译:受层理面的影响,层理岩如页岩和煤岩在垂直和平行层理方向的力学性能差异较大。因此,与均质岩石相比,层状岩石具有明显的各向异性力学性能。当前,大多数裂缝起始压力预测模型将岩石简化为均质的介电弹性体,这不适用于计算层状地层的井眼裂缝起始压力。考虑到层理岩在层理面方向上的力学特性相同,建立了各向异性地层水平井压裂起始压力的计算模型,并建立了利用边界的井眼周向应力数值求解方法。元素方法。此外,还提出了一种基于抗拉强度准则和单纯形法的裂缝起始压力计算方法。研究结果表明:在高弹性模量各向异性比的情况下,井眼压裂起始压力低;当垂直顺层方向的弹性模量大于平行顺层方向的弹性模量时,断裂开始压力随顺层倾角的增加而减小。井眼的形状对裂缝的起始压力有很大的影响。对于非圆形井眼,在椭圆度较小的情况下,裂缝开始压力随长宽比的增加而增加。当井眼形状从等轴圆变为长而窄的椭圆形时,随着应力集中度的增加,裂缝的起始压力降低。因此,本文使用建立的模型对类似于各向同性体的特殊情况进行了经典解的计算和比较,验证了所提出理论的有效性。根据研究结果,提出了一种精确计算层状地层水平井裂缝起始压力的新方法。

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