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Dynamics of inelastic deformation of porous rocks and formation of localized compaction zones studied by numerical modeling

机译:数值模拟研究多孔岩非弹性变形动力学及局部压实带的形成

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The paper presents a numerical analysis of the inelastic deformation process in porous rocks during different stages of its development and under non equiaxial loading. Although numerous experimental studies have already investigated many aspects of plasticity in porous rocks, numerical modeling gives valuable insight into the dynamics of the process, since experimental methods cannot extract detailed information about the specimen structure during the test and have strong limitations on the number of tests. The numerical simulations have reproduced all different modes of deformation observed in experimental studies: dilatant and compactive shear, compaction without shear, uniform deformation, and deformation with localization. However, the main emphasis is on analysis of the compaction mode of plastic deformation and compaction localization, which is characteristic for many porous rocks and can be observed in other porous materials as well. The study is largely inspired by applications in petroleum industry, i.e. surface subsidence and reservoir compaction caused by extraction of hydrocarbons and decrease of reservoir pressure. Special attention is given to the conditions, evolution, and characteristic patterns of compaction localization, which is often manifested in the form of compaction bands. Results of the study include stress-strain curves, spatial configurations and characteristics of localized zones, analysis of bifurcation of stress paths inside and outside localized zones and analysis of the influence of porous rocks properties on compaction behavior. Among other results are examples of the interplay between compaction and shear modes of deformation. To model the evolution of plastic deformation in porous rocks, a new constitutive model is formulated and implemented, with the emphasis on selection of adequate functions defining evolution of yield surface with deformation. The set of control parameters of the model is kept as short as possible; the parameters are carefully selected to have simple and intuitive physical interpretation whenever possible. Results demonstrate that evolution of the yield surface with deformation has major influence on the resulting characteristics of deformation patterns, which is not sufficiently acknowledged in the literature.
机译:本文对多孔岩石在其不同发展阶段以及在非等轴载荷下的非弹性变形过程进行了数值分析。尽管许多实验研究已经研究了多孔岩石可塑性的许多方面,但是数值模型可以为过程的动力学提供有价值的见解,因为实验方法无法在测试过程中提取有关试样结构的详细信息,并且对测试次数有很大的限制。 。数值模拟再现了实验研究中观察到的所有不同的变形模式:膨胀和压实剪切,无剪切的压实,均匀变形和局部变形。但是,主要重点是分析塑性变形和压实局部化的压实模式,这是许多多孔岩石的特征,在其他多孔材料中也可以观察到。该研究很大程度上受到石油工业中的应用的启发,即,由于碳氢化合物的提取和储层压力的降低而引起的地面沉降和储层的致密性。特别注意压实局部化的条件,演变和特征模式,这通常以压实带的形式体现出来。研究结果包括应力-应变曲线,局部区域的空间构型和特征,局部区域内部和外部的应力路径分叉分析以及多孔岩石特性对压实特性的影响分析。除其他结果外,还包括变形的压实和剪切模式之间相互作用的例子。为了模拟多孔岩石中塑性变形的演化,建立并实施了一个新的本构模型,重点是选择适当的函数来定义具有变形的屈服面的演化。模型的控制参数集应尽可能短。仔细选择参数以尽可能简单直观地进行物理解释。结果表明,屈服面随变形的演化对变形模式的最终特征产生重大影响,这在文献中还没有得到足够的认识。

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