Thermoporoelastic model for fluid-driven debonding of cement during CO2 injection in a vertical well

IF 3.7 2区 工程技术 Q3 ENERGY & FUELS
A.V. Valov , E.V. Dontsov , F. Zhang
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引用次数: 0

Abstract

Well integrity is a critical challenge in carbon capture and storage (CCS) projects, where debonding of cement sheath can form preferential pathways for CO2 leakage. This study introduces a numerical framework for simulating fluid-driven debonding along the cement interfaces during CO2 injection. A pseudo-3D fracture propagation model, adapted to cylindrical well geometry, is coupled with a thermoporoelastic finite element mechanical model of the composite casing-cement-formation system. The framework accounts for poroelastic material behavior, thermal stresses, variations in fluid pressure and temperature, in-situ stress anisotropy, formation layering, and initial stress states induced by well construction and cement hydration. Fracture propagation is simulated in both vertical and circumferential directions, incorporating the effects of buoyancy, fluid viscosity, interfacial adhesion strength, and pressure-dependent leak-off. Numerical results reveal three distinct debonding regimes: crescent-shaped partial debonding, large incomplete debonding with non-monotonic aperture, and complete debonding that is characterized by a fully open channel around the circumference of the well. Sensitivity analysis reveals that debonding evolution is strongly influenced by cement shrinkage, injection conditions, cold fluid effects, and changes in reservoir stress over time. The model provides a predictive tool for assessing leakage risk and fracture evolution under varying cementing conditions, injection scenarios, and reservoir stress states.
直井注二氧化碳过程中固井流体驱动脱粘热孔弹性模型
在碳捕集与封存(CCS)项目中,井的完整性是一个关键的挑战,在CCS项目中,水泥环的脱粘会形成二氧化碳泄漏的优先途径。该研究引入了模拟二氧化碳注入过程中沿水泥界面流体驱动脱粘的数值框架。将拟三维裂缝扩展模型与套管-水泥-地层复合系统的热孔弹性有限元力学模型相结合,该模型适用于柱形井的几何形状。该框架考虑了孔隙弹性材料特性、热应力、流体压力和温度变化、地应力各向异性、地层分层以及井建和水泥水化引起的初始应力状态。在垂直和周向两个方向上模拟裂缝扩展,同时考虑浮力、流体粘度、界面粘附强度和压力相关泄漏的影响。数值结果显示了三种不同的脱粘模式:月牙形部分脱粘,非单调孔径的大不完全脱粘,以及以井周周围完全开放的通道为特征的完全脱粘。敏感性分析表明,水泥收缩、注入条件、冷流体效应和油藏应力随时间变化对脱粘演化有强烈影响。该模型为评估不同固井条件、注入方案和油藏应力状态下的泄漏风险和裂缝演化提供了预测工具。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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