基于扩展Mogi-Coulomb失效准则的出砂临界压力建模

Isaac Ajimosun, E. Okoro, Olafuyi Olalekan
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引用次数: 0

摘要

由于出砂现象带来的经济、操作和技术问题,出砂一直是油气行业非常关注的问题。文献中有几种砂体预测模型,但在建立砂体预测模型时很少或根本没有考虑破坏准则的非线性。因此,本研究采用非线性形式的Mogi-Coulomb破坏准则,开发出砂石预测模型和简易砂石预测软件。多年来,用于分析岩石脆性破坏的最常用的岩石破坏准则是Mohr-Coulomb破坏准则。已发表的文献在一些野外场景中显示出不足。这些缺陷很大程度上与Mohr-Coulomb准则的隐含假设有关,即中间主应力(σ2)对岩石强度没有影响。因此,该准则仅基于最大主应力和最小主应力(σ1和σ3),仅适用于常规三轴应力状态(σ1 > σ2 = σ3)下的岩石破坏。然而,对于多轴应力状态σ1 > σ2 > σ3,研究证明中间主应力(σ2)对岩石强度有显著影响,不容忽视。因此,Mohr-Coulomb准则在预测出砂开始时是相对保守的,因此对于出砂预测模型来说不是很准确。因此,本研究提出了一种基于扩展Mogi-Coulomb准则的简单三维砂体预测模型,该模型在考虑岩石破坏时考虑了大多数现场参数之间的非线性关系。扩展Mogi-Coulomb准则是Mogi-Coulomb准则的非线性或抛物线形式,它考虑了中间主应力对岩石强度的影响,也非常适用于软弱岩石。将本构应力规律与抛物型Mogi-Coulomb破坏准则结合,由第一原理推导出四阶多项式方程。然后利用Matlab软件编写脚本并求解方程。最后,使用模型解决方案构建简单的图形用户界面软件“A”。I Sand Predicton '使用Java编程语言。通过对多个文献资料的模拟,对模型进行了验证,结果与现场观测结果一致。“人工智能出砂预测软件”计算的临界井筒压力解与Matlab和Mathematica软件的解一致,验证了该软件的有效性和可靠性。实例研究表明,随着扩展Mogi-Coulomb准则强度参数a、b和c的增大,临界井筒压力减小。因此,采用扩展的Mogi-Coulomb准则建立的分析模型能够可靠、准确地预测起砂量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modeling the Critical Pressure Below which Sand Production will Occur based on Extended Mogi-Coulomb Failure Criterion
Sand production is of great concern in the Oil and Gas industry because of the economical, operational and technical problems that come with the phenomenon. Several sand prediction models are available in the literatures, but little or no consideration has been given to non-linearity of failure criterion used to develop the sand prediction models. Hence, a non-linear form of Mogi-Coulomb failure criterion was adopted in this research to develop a sand prediction model and simple sand prediction software. The most used rock failure criteria developed over the years for analyzing brittle failure of rocks is Mohr-Coulomb failure criterion. Published literatures have shown deficient in some field scenarios. Reason for these deficiencies was largely associated with the implicit assumption made in Mohr-Coulomb criterion that, the intermediate principal stress (σ2) has no influence on rock strength. So, this criterion is only based on the maximum and minimum principal stresses (σ1 and σ3) and only applicable to rock failure under conventional triaxial stress states (σ1 > σ2 = σ3). However, for a polyaxial stress state σ1 > σ2 > σ3), studies have proved that the intermediate principal stress (σ2) has a pronounced effect on rock strength and should not be neglected. Hence, Mohr–Coulomb criterion is relatively conservative in predicting sanding onset and therefore not very accurate for sand prediction models. As a result, this research presents a simple 3D sand prediction model based on Extended Mogi-Coulomb criterion that considered the non-linear relationships between most of field parameters when considering rock failure. The extended Mogi-Coulomb criterion is a nonlinear or parabolic form of Mogi-Coulomb criterion which accounts for the influence of the intermediate principal stress on rock strength and also very suitable for weak rocks. A fourth order polynomial equation was derived from first principle by combining both constitutive stress laws and the parabolic Mogi-Coulomb failure criterion. Then, Matlab software was used to develop a script and solution to the equation. And finally, the model solution was used to build simple graphic user interface software called ‘A.I Sand Predicton’ using Java programming language. Model verification was carried out by simulating several data available in the literatures and the solution was observed consistent with field observations. The solution of the critical wellbore pressure calculated using the "A.I Sand Predicton Software" was also found consistent with solution from Matlab and Mathematica softwares, respectively, which makes the software validated and reliable. Also, the case study shows that the critical wellbore pressure reduces as the strength parameters a, b, and c of the Extended Mogi-Coulomb criterion increases. Hence, the analytical model developed in this research using the extended Mogi-Coulomb criterion can reliably and accurately predict onset sand production.
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