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Cement Failure Caused by Thermal Stresses with Casing Eccentricity During CO_2 Injection

机译:在CO_2注射期间具有壳体偏心引起的水泥衰竭引起的热应力

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Carbon capture and sequestration (CCS) is one of the most promising technologies to mitigate greenhouse gas levels. To ensure an effective underground storage, well integrity is critical to isolating the injected fluid between different zones or back to the surface. Among the wellbore components, the cement sheath is the most important sealing element for zonal isolation. However, cement is vulnerable and prone to cracking that may provide leakage pathways for CO_2. Both laboratory study and field test show that thermal stresses caused by the temperature variation in the wellbore are a major factor for the mechanical integrity loss of cement. This work focuses on the mechanical response of the casing-cement-formation section above the injection zone. We firstly propose a wellbore flow model to predict the temperature distribution along the well depth. Then we calculate the induced stress in cement during injection by a finite element simulation. To identify the cement failure mode, we introduce failure factors by the Mogi-Coulomb criterion, tensile strength and interfacial strength corresponding to shear compressive failure, radial cracking and debonding at the casing/cement or cement/formation interfaces, respectively. A parametric study is conducted to investigate the influence of the injection temperature and rate as well as casing eccentricity on failure factors. The results show that radical cracking and debonding at the cement/formation interface are the main failure modes during CO_2 injection. Both the two failure factors would increase linearly as the injection temperature decreases while they grow non-linearly with the injection rate. In addition, the casing eccentricity exacerbates the risk of cement integrity loss by increasing failure factors. This study provides a failure assessment of CO_2 geological sequestration and guidelines for injection operations.
机译:碳捕获和封存(CCS)是减轻温室气体水平最有前途的技术之一。为了确保有效的地下储存,井的完整性对于将注入的流体隔离在不同区域或回到表面之间至关重要。在井筒部件中,水泥护套是用于区间隔离的最重要的密封元件。然而,水泥是易受伤害的并且容易发裂,其可以为CO_2提供泄漏途径。实验室研究和现场测试表明,井筒温度变化引起的热应力是水泥机械完整性丧失的主要因素。这项工作侧重于注射区上方壳体水泥形成部分的机械响应。我们首先提出了一种井筒流模型来预测沿着井深的温度分布。然后,通过有限元模拟,我们在注射期间计算水泥的诱导应力。为了识别水泥失效模式,我们通过分别对应于剪切压缩破坏,径向开裂和剥离粘合剂或水泥/地层界面的剪切压缩破坏,径向开裂和剥离的抗拉强度和界面强度引入故障因素。进行参数研究以研究注射温度和速率以及壳体偏心对故障因子的影响。结果表明,在CENCE /地层界面处的根本开裂和剥离是CO_2注射期间的主要故障模式。随着喷射温度随着注射速率而导致的,在喷射温度下降时,两个故障因子两者都会线性增加。此外,壳体偏心率通过增加失效因子加剧了水泥完整性损失的风险。本研究提供了CO_2地质隔离和注射操作指南的失败评估。

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