Evaluation method of rock mechanical parameters and brittleness characteristics based on rock cuttings fractal theory

0 ENERGY & FUELS
Hu Yang , Yuhe Shi , Shengchi Xu , Ruihua Wei , Qiao Liu , Guoliang Liu , Wei Liang , Qiuyu Pan , Xiangguo Liu
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Abstract

In the process of oil and gas exploration and development, it is fundamental to obtain formation information in time to optimize fracturing construction. To quickly evaluate the rock mechanical parameters, drillability grades and the brittleness index of the formation, this paper introduces the rock cuttings fractal theory. Among them, the rock mechanical parameters include compressive strength, static Young’s modulus, static Poisson’s ratio, cohesion, and internal friction coefficient. In this work, the rock fragment distribution model based on the mass-frequency relationship of the rock was established. Then the rock mechanical parameters and the drillability grades were obtained through uniaxial and triaxial compression tests and drillability measurements. The brittleness index was calculated using Young’s modulus and Poisson’s ratio. After testing, the cores were standardized and screened, and the fractal dimensions of rock cuttings were obtained using the rock fragment distribution model. Based on the above research, the rock mechanical parameters were correlated with the fractal dimension of cuttings and the in-situ logging data, respectively. This resulted in the establishment of the logging interpretation model and the fractal model of the rock cuttings mechanical properties in the study area. The models were implemented on the MZ402 well for the purposes of comparison and validation. The results demonstrate that the margin of error is within 12.37%, and that the error meets the engineering standards. Then, taking the Fengcheng Formation of Ma125 well as an example, the real time evaluation method of the rock mechanical parameters and the brittleness index based on cutting fractal theory while drilling was developed. The fractal dimension and the brittleness index of the rock cuttings were employed as samples to determine the k of 3 using elbow method, and the reservoir engineering sweet spot was divided into three types. Subsequently, the K-means clustering method was employed for the purpose of dividing the engineering sweet spot range. This method facilitates the precise identification of the reservoir engineering sweet spot and provides a foundation for the optimization of the fracturing construction.
基于岩屑分形理论的岩石力学参数及脆性特征评价方法
在油气勘探开发过程中,及时获取地层信息是优化压裂施工的基础。为了快速评价岩石力学参数、可钻性等级和地层脆性指数,引入了岩石岩屑分形理论。其中,岩石力学参数包括抗压强度、静态杨氏模量、静态泊松比、黏聚力、内摩擦系数等。本文建立了基于岩石质频关系的岩石破片分布模型。然后通过单轴、三轴压缩试验和可钻性测量,获得岩石力学参数和可钻性等级。采用杨氏模量和泊松比计算脆性指数。测试后对岩心进行标准化筛选,利用岩屑分布模型获得岩屑的分形维数。在此基础上,将岩石力学参数分别与岩屑分形维数和原位测井资料进行关联。建立了研究区岩屑力学性质的测井解释模型和分形模型。模型在MZ402井上实施,以进行比较和验证。结果表明,该方法的误差范围在12.37%以内,符合工程标准。然后,以马125井凤城组为例,建立了基于随钻切削分形理论的岩石力学参数和脆性指标实时评价方法。以岩屑的分形维数和脆性指数为样本,采用弯头法确定k = 3,并将油藏工程甜点划分为3种类型。随后,采用K-means聚类方法划分工程甜点范围。该方法有助于准确识别储层工程甜点,为优化压裂施工提供依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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