Damage location prediction of cement-sandstone combinations under axial force: Three-dimensional structure reconstruction and stress distribution simulation based on μ-CT

IF 6.5 3区 工程技术 Q2 ENERGY & FUELS
Zhong Li , Zhiming Yin , Xingquan Zhang , Tao Gu , Fubin Xin , Zhiqiang Huang
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引用次数: 0

Abstract

Effective isolation between the cement sheath and the sandstone is crucial for the development and production of oil and gas wells in sandstone formations. In this study, a cement-sandstone composite (CSC) was prepared, and based on μ-CT three-dimensional reconstruction imaging and finite element analysis (FEA) techniques, the stress distribution and potential failure mechanism at the cement-sandstone bonding interface under axial loading were analyzed. The key findings are as follows: (1) stress concentrations are highly likely to form at the gap between the cement and sandstone interface and around interfacial voids, with Von Mises stress reaching critical levels of 18.0–20.0 MPa at these locations, significantly exceeding the stress magnitudes in well-bonded regions; (2) the phenomenon of local stress concentration driven by interfacial defects can be identified as the main basis for predicting damage location in interfacial debonding and continuous shear under axial load; (3) ensuring tight cementation at the cement-sandstone interface and minimizing interfacial voids are paramount for preventing stress-induced failure; (4) the critical Von Mises stress value of 20 MPa at the interface defect can be used as a benchmark for material selection and designed to ensure long-term integrity in oil and gas well applications subjected to similar axial loads. These findings contribute to a more accurate understanding of the failure mechanism of the cement-sandstone interface and to the precise design of material properties, thereby ensuring the long-term integrity of oil and gas well applications subjected to similar axial loads.
轴向力作用下水泥-砂岩组合损伤位置预测:基于μ-CT的三维结构重建与应力分布模拟
水泥环与砂岩之间的有效隔离对于砂岩地层中油气井的开发和生产至关重要。本研究制备了水泥-砂岩复合材料(CSC),基于μ-CT三维重建成像和有限元分析(FEA)技术,分析了轴向载荷作用下水泥-砂岩粘结界面的应力分布和潜在破坏机制。结果表明:(1)胶结砂岩界面间隙处及界面空隙周围应力集中程度较高,Von Mises应力达到18.0 ~ 20.0 MPa的临界水平,显著超过胶结良好区域的应力值;(2)界面缺陷驱动的局部应力集中现象可作为轴向载荷作用下界面脱粘和连续剪切损伤位置预测的主要依据;(3)确保水泥-砂岩界面胶结紧密,减小界面空隙是防止应力诱发破坏的关键;(4)界面缺陷处的临界Von Mises应力值为20 MPa,可作为材料选择的基准,并可在类似轴向载荷的油气井应用中确保其长期完整性。这些发现有助于更准确地理解水泥-砂岩界面的破坏机制,并精确设计材料性能,从而确保油气井在类似轴向载荷下的长期完整性。
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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来源期刊
Natural Gas Industry B
Natural Gas Industry B Earth and Planetary Sciences-Geology
CiteScore
5.80
自引率
6.10%
发文量
46
审稿时长
79 days
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