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Modeling of discrete intersecting discontinuities in rock mass using XFEM/level set approach

机译:使用XFEM /水平集方法对岩体中离散相交的不连续性进行建模

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Modeling of discontinuities is of major importance to assess the geomechanical behavior of oilrnand gas reservoirs. Traditionally, discrete discontinuities have been introduced in the numerical analysis usingrncontinuum with modified constitutive laws (e.g. multi-laminate model (ML) or zero-thickness interface elementsrn(IE’s)). More recently, there have been several attempts to use extended finite element method (XFEM). Therndevelopment of an XFEM tool could lead to improved predictions for porosity/permeability changes in coupledrngeomechanical reservoirs. Multiple intersecting faults are often the case in complex Reservoir and has beenrnexplored less in the literature. In this work, we have presented a novel methodology based on XFEM to analyzernthe behavior of multiple intersecting faults. Detailed mathematical framework has been derived by using thernconcept of level-set and is implemented using distributed computing to solve complex geo-mechanical problems.rnFor validation purpose, we analyze the different examples and comparison them with standard finite elementrnmethod using zero-thickness IE’s (IE-FEM).
机译:不连续性的建模对于评估油气藏的地质力学行为至关重要。传统上,离散的不连续性是在具有连续的本构关系的情况下使用修改后的本构定律(例如多层模型(ML)或零厚度界面元素(IE))引入数值分析中的。最近,已经进行了几次尝试使用扩展有限元方法(XFEM)。 XFEM工具的开发可能会导致对耦合地质力学储层孔隙度/渗透率变化的预测得到改进。在复杂的储层中经常会出现多个相交的断层,并且在文献中很少被探讨。在这项工作中,我们提出了一种基于XFEM的新颖方法来分析多个相交故障的行为。详细的数学框架是通过使用水平集的概念导出的,并使用分布式计算来实现,以解决复杂的地质力学问题。出于验证的目的,我们分析了不同的示例,并使用零厚度IE(IE)将它们与标准有限元方法进行了比较。 -FEM)。

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