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首页> 外文期刊>Rock Mechanics and Rock Engineering >Numerical Simulation of Hydraulic Fracturing in Low-/High-Permeability, Quasi-Brittle and Heterogeneous Rocks
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Numerical Simulation of Hydraulic Fracturing in Low-/High-Permeability, Quasi-Brittle and Heterogeneous Rocks

机译:低/高渗透性,准脆性和异质岩石液压压裂的数值模拟

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摘要

In this study, an elastic-brittle-damage constitutive model was incorporated into the coupled fluid/solid analysis of ABAQUS to iteratively calculate the equilibrium effective stress of Biot's theory of consolidation. The Young's modulus, strength and permeability parameter of the material were randomly assigned to the representative volume elements of finite element models following the Weibull distribution function. The hydraulic conductivity of elements was associated with their hydrostatic effective stress and damage level. The steady-state permeability test results for sandstone specimens under different triaxial loading conditions were reproduced by employing the same set of material parameters in coupled transient flow/stress analyses of plane-strain models, thereby indicating the reliability of the numerical model. The influence of heterogeneity on the failure response and the absolute permeability was investigated, and the post-peak permeability was found to decrease with the heterogeneity level in the coupled analysis with transient flow. The proposed model was applied to the plane-strain simulation of the fluid pressurization of a cavity within a large-scale block under different conditions. Regardless of the heterogeneity level, the hydraulically driven fractures propagated perpendicular to the minimum principal far-field stress direction for high-permeability models under anisotropic far-field stress conditions. Scattered damage elements appeared in the models with higher degrees of heterogeneity. The partially saturated areas around propagating fractures were simulated by relating the saturation degree to the negative pore pressure in low-permeability blocks under high pressure. By replicating previously reported trends in the fracture initiation and breakdown pressure for different pressurization rates and hydraulic conductivities, the results showed that the proposed model for hydraulic fracture problems is reliable for a wide range of pressurization rates and permeability conditions.
机译:在该研究中,将弹性 - 脆性损伤本构模型掺入ABAQUS的偶联流体/固体分析中,以迭代地计算Biot的固结理论的均衡有效应力。将材料的杨氏模量,强度和渗透性参数随机分配给Weibull分布函数后有限元模型的代表性体积元素。元件的液压导电性与其静水有效应力和损伤水平有关。通过采用相同的三轴装载条件下的砂岩样品的稳态渗透性测试结果通过采用相同的一组材料参数,该材料参数在平面 - 应变模型的耦合瞬态流量/应力分析中,从而指示数值模型的可靠性。研究了异质性对破坏响应和绝对渗透性的影响,发现后峰值渗透率随瞬时流量的耦合分析中的异质性水平降低。所提出的模型应用于在不同条件下大规模块内腔内的流体压力的平面 - 应变模拟。无论异质性水平如何,液压驱动的骨折在各向异性的远场胁迫条件下垂直于高渗透模型的最小主远场应力方向传播。散落的损伤元素出现在具有更高的异质程度的模型中。通过在高压下将饱和度与低渗透块中的负孔隙压力相关,模拟围绕传播骨折的部分饱和区域。通过对不同加压率和水力传导的裂缝启动和击穿压力进行先前报道的趋势,结果表明,液压断裂问题的拟议模型可靠,适用于各种加压率和渗透性条件。

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