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    刘先珊, 曾南豆, 张立君, 侯泽林, 潘玉华, 郝梓宇, 李涛. 改进的PFC流固耦合模型及其储层页岩渗透破坏模拟研究[J]. 应用基础与工程科学学报, 2023, 31(2): 467-482. DOI: 10.16058/j.issn.1005-0930.2023.02.018
    引用本文: 刘先珊, 曾南豆, 张立君, 侯泽林, 潘玉华, 郝梓宇, 李涛. 改进的PFC流固耦合模型及其储层页岩渗透破坏模拟研究[J]. 应用基础与工程科学学报, 2023, 31(2): 467-482. DOI: 10.16058/j.issn.1005-0930.2023.02.018
    LIU Xian-shan, CENG Nan-dou, ZHANG Li-jun, HOU Ze-lin, PAN Yu-hua, HAO Zi-yu, LI Tao. Improved Fluid-solid Coupling Model Based on PFC and Corresponding Numerical Simulation of Seepage Failure for the Reservoir Shale[J]. Journal of Basic Science and Engineering, 2023, 31(2): 467-482. DOI: 10.16058/j.issn.1005-0930.2023.02.018
    Citation: LIU Xian-shan, CENG Nan-dou, ZHANG Li-jun, HOU Ze-lin, PAN Yu-hua, HAO Zi-yu, LI Tao. Improved Fluid-solid Coupling Model Based on PFC and Corresponding Numerical Simulation of Seepage Failure for the Reservoir Shale[J]. Journal of Basic Science and Engineering, 2023, 31(2): 467-482. DOI: 10.16058/j.issn.1005-0930.2023.02.018

    改进的PFC流固耦合模型及其储层页岩渗透破坏模拟研究

    Improved Fluid-solid Coupling Model Based on PFC and Corresponding Numerical Simulation of Seepage Failure for the Reservoir Shale

    • 摘要: 深入研究储层页岩的裂缝扩展及其渗透性演化过程是有效确定储层页岩气采收率的关键.基于颗粒流离散元法(PFC)软件,针对PFC经典流固耦合算法的局限性,提出使用几何图形替换接触定义流体流动管道的流固耦合分析方法,解决经典算法中因为接触破坏而导致流动管道失效的问题,能更真实地描述页岩破坏后的裂缝优先流效应.建立基于改进流固耦合算法的层理页岩颗粒流模型,分析荷载作用下页岩渗流过程中的孔隙压力和流量演化规律,对比试验结果以验证其算法的合理性.进一步研究了不同围压组合渗透压的页岩渗透特性,其结果表明:层理倾角对页岩初始渗透率的影响显著,围压一定时,其初始渗透率随层理倾角增加而增大,围压越小则影响程度越大;渗透压一定时,初始渗透率随围压增大而减小.最后,深入研究了不同围压组合渗透压的页岩破坏模式,显示不同荷载组合下的裂缝形态差异显著,高围压高渗透压下的页岩破坏微裂缝多,以X型剪切破坏或拉-剪混合破坏为主,而低围压低渗透压下的页岩破坏大多沿层理面形成剪切破坏.以上成果可为水力压裂诱发储层页岩损伤破裂的渗流通道形成及其渗透性演化提供科学依据和技术支持.

       

      Abstract: The detailed research on the cracks propagation and permeability evolution are significant for better determining the recovery efficiency in the process of gas extraction for the reservoir shale.Aimed at the deficiency of the traditional fluid-solid coupling algorithm based on Particle Flow Code(PFC),a new algorithm is proposed to use the geometrical shapes to replace the particles contacts, which solves the failure of the flow channels induced by the failure of the particles contact, practically describing the flow superiority of the cracks.And the numerical model is proposed based on the improved fluid-solid coupling model to analyze the water pressure and flow rate under complex loading conditions, and the simulations are rationally calibrated by the testing results.And then, the permeability evolution of the shale considering different combinations of the confining pressure and water pressure are deeply investigated, the results indicating that the bedding angle plays an important role on the initial permeability, and the permeability increases with increasing bedding angle considering the constant confining pressure, and the permeability decreases with increasing confining pressure considering the constant water pressure.Finally, the failure modes are deeply investigated under above loading combinations, and the crack shapes are obviously different, showing that there are much more cracks mainly resulting by the shearing failure or tension-shearing failure considering the combination of the high confining pressure and high water pressure.The above achievements may give a scientific and technological support for simulating the seepage channels and permeability evolution induced by the hydraulic fracturing in the reservoir shales.

       

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