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首页> 外文期刊>Journal of Petroleum Science & Engineering >A multimineral Rock Physics Template built from the Perfectly Disordered Method for shale lithology interpretation
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A multimineral Rock Physics Template built from the Perfectly Disordered Method for shale lithology interpretation

机译:由空地岩性解释的完全无序方法构建的多压岩物理模板

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In this work, we propose a simple micromechanical model called the Perfectly Disordered Method (PDM) to compute the effective elastic properties of a number of inhomogeneous shale rocks grouped according to their geological ages. This micromechanical model assumes no knowledge about the internal microstructure of these geological materials. Instead, elastic responses are solely computed from the mechanical properties of their comprising individual n minerals. Later, based on the presence of their main composing minerals, the obtained rock's elastic responses are overlapped on lambda-rho vs mu-rho lambda rho - mu rho ternary diagrams (also built by using the PDM) which vertices are either defined by a combination of quartz-feldspar-clay respectively or quartzcalcite-clay. The resulting overlaps generate multimineral Rock Physics Template's (RPTs) that are then used to assist in the lithological characterization of these sedimentary rocks. Identified lithologies include feldspathic siliceous shales as well as siliceous and calcareous shales. These results are comparable to those obtained by the implementation of a micromechanical model called the Self-Consistent Method (SCM) which in contrast requires information about the matrix's rock and their embedded inclusions. Further, the maximum percent errors found between the PDM and the SCM for lambda rho and mu rho up in the ternary diagrams are 3.18% and 6.56% respectively while for shales points the maximum errors for lambda rho and mu rho up are 5.17% and 10.09% respectively. These errors are negligible for practical applications. However, the main advantage of the PDM is that this model is easier to implement than SCM since PDM uses explicit equations to calculate effective properties unlike SCM that uses non-linear equations that must be solved by using iterative methods.
机译:在这项工作中,我们提出了一种称为完全无序的方法(PDM)的简单的微机械模型,以计算根据其地质年龄分组的许多非均匀页岩岩石的有效弹性性质。这种微机械模型不承担关于这些地质材料的内部微观结构的知识。相反,仅从包含单独的n矿物质的机械性能计算弹性响应。后来,基于它们的主要组成矿物质的存在,所获得的岩石的弹性响应在Lambda-rho与Mu-Rho Lambda Rho-Mu Rho-Mu Rho-Mu Rho-Mu Rho-Mu Rho-Mu Rho-Mu Rho-Mu Rho-Mu Rho-Mu-Rho - Mu Rho-Mu-Rho-Mu-Rho-Mu的图表上(也是通过使用PDM构建的。分别或石英岩 - 粘土分别或石英醛粘土。得到的重叠产生多压岩物理模板(RPT),然后用于帮助这些沉积岩石的岩性表征。鉴定的岩性包括长期性的硅质Shales以及硅质和钙质的Shales。这些结果与通过实施方式获得的微机械模型获得的结果相当,其相反需要关于矩阵岩石的信息及其嵌入式夹杂物。此外,PDM和SCM在三元图中的PDM和SCM之间发现的最大误差分别为3.18%和6.56%,而Shales则兰姆达rho和Mu Rho的最大误差为5.17%和10.09 % 分别。实际应用程序可以忽略这些错误。然而,PDM的主要优点是,由于PDM使用显式方程来计算使用使用迭代方法必须解决的非线性方程的SCM,因此PDM的主要优点比SCM更容易实现。

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