Manguang Gan , Liwei Zhang , Yan Wang , Theogene Hakuzweyezu , Qiang Sun , Qinglong Qin
{"title":"Discovery of a surge in alteration depth of wellbore cement exposed to high concentration CO2 from 28 days to 56 days","authors":"Manguang Gan , Liwei Zhang , Yan Wang , Theogene Hakuzweyezu , Qiang Sun , Qinglong Qin","doi":"10.1016/j.geoen.2025.213970","DOIUrl":null,"url":null,"abstract":"<div><div>Efficient and secure storage of CO<sub>2</sub> in deep subsurface formations is currently an essential strategy for mitigating atmospheric CO<sub>2</sub> emissions. To guarantee the long-term integrity of the wellbore system, it is crucial to prevent the leakage of injected CO<sub>2</sub> through the wellbore. This study investigates the structural evolution of wellbore cement in static reaction with CO<sub>2</sub>-saturated brine for 7, 14, 28, and 56 days under the conditions that mimic geologic CO<sub>2</sub> storage. Micro-CT was used to scan the samples both before and after the reaction. The threshold segmentation method was employed to distinguish the heavily-altered and less-altered regions of the specimens. The results indicated that the carbonation and alteration depths of the cement increased with the extension of reaction time. The alteration depth gradually increased during the initial 28 days, followed by a surge from 0.86 mm (28 days) to 3.21 mm (56 days). The SEM results indicate that the pores within the carbonate layer became larger and more pores appeared after 28 days of reaction, compared with those observed after 7 days of reaction. The primary cause of the sudden alteration depth increase after 28 days was that the carbonate layer had been defected, and the reaction fluid was able to penetrate the carbonate layer and react with the cement interior after 28 days of reaction, thereby expanding the range of the internal dissolved layer. Therefore, the carbonate layer may fail to protect the cement from CO<sub>2</sub> attack if the carbonate layer has defects. The prediction results based on the best-fit curve show that the carbonation front and alteration front of the wellbore cement reach 14.34 and 17.38 mm according to Fick's second law, while the Elovich equation estimates them to be 1.23 and 2.56 mm after 30 years of CO<sub>2</sub> attack. Those results are higher than the values reported in previous studies. The compressive strength of the wellbore cement is observed to decrease after carbonation, with a reduction of 13.7 % and 22.2 % compared to the initial compressive strength after reaction for 7 and 14 days, and has a very small decrease from 14 days to 56 days. In summary, this study reveals the possibility of a gradual loss of integrity of the carbonate shell in the exterior region of the cement exposed to CO<sub>2</sub>, which increases the risk of wellbore cement damage.</div></div>","PeriodicalId":100578,"journal":{"name":"Geoenergy Science and Engineering","volume":"253 ","pages":"Article 213970"},"PeriodicalIF":4.6000,"publicationDate":"2025-05-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geoenergy Science and Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2949891025003288","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"0","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 0
Abstract
Efficient and secure storage of CO2 in deep subsurface formations is currently an essential strategy for mitigating atmospheric CO2 emissions. To guarantee the long-term integrity of the wellbore system, it is crucial to prevent the leakage of injected CO2 through the wellbore. This study investigates the structural evolution of wellbore cement in static reaction with CO2-saturated brine for 7, 14, 28, and 56 days under the conditions that mimic geologic CO2 storage. Micro-CT was used to scan the samples both before and after the reaction. The threshold segmentation method was employed to distinguish the heavily-altered and less-altered regions of the specimens. The results indicated that the carbonation and alteration depths of the cement increased with the extension of reaction time. The alteration depth gradually increased during the initial 28 days, followed by a surge from 0.86 mm (28 days) to 3.21 mm (56 days). The SEM results indicate that the pores within the carbonate layer became larger and more pores appeared after 28 days of reaction, compared with those observed after 7 days of reaction. The primary cause of the sudden alteration depth increase after 28 days was that the carbonate layer had been defected, and the reaction fluid was able to penetrate the carbonate layer and react with the cement interior after 28 days of reaction, thereby expanding the range of the internal dissolved layer. Therefore, the carbonate layer may fail to protect the cement from CO2 attack if the carbonate layer has defects. The prediction results based on the best-fit curve show that the carbonation front and alteration front of the wellbore cement reach 14.34 and 17.38 mm according to Fick's second law, while the Elovich equation estimates them to be 1.23 and 2.56 mm after 30 years of CO2 attack. Those results are higher than the values reported in previous studies. The compressive strength of the wellbore cement is observed to decrease after carbonation, with a reduction of 13.7 % and 22.2 % compared to the initial compressive strength after reaction for 7 and 14 days, and has a very small decrease from 14 days to 56 days. In summary, this study reveals the possibility of a gradual loss of integrity of the carbonate shell in the exterior region of the cement exposed to CO2, which increases the risk of wellbore cement damage.
在深层地下地层中高效、安全地储存二氧化碳是目前减少大气二氧化碳排放的重要策略。为了保证井筒系统的长期完整性,防止注入的CO2通过井筒泄漏至关重要。在模拟地质CO2储存条件下,研究了井眼水泥与饱和CO2盐水静态反应7、14、28和56天的结构演变。用Micro-CT对反应前后的样品进行扫描。采用阈值分割的方法,对样品进行重蚀变区和低蚀变区区分。结果表明,随着反应时间的延长,水泥的碳化和蚀变深度增加。蚀变深度在前28 d逐渐增加,从0.86 mm (28 d)急剧增加到3.21 mm (56 d)。SEM结果表明,与反应7天后相比,反应28天后碳酸盐层内孔隙变大,孔隙增多。28天后蚀变深度突然增大的主要原因是碳酸盐层发生了缺陷,反应流体在28天后能够穿透碳酸盐层与水泥内部发生反应,从而扩大了内部溶解层的范围。因此,如果碳酸盐层存在缺陷,碳酸盐层可能无法保护水泥免受CO2的侵蚀。基于最佳拟合曲线的预测结果表明,根据Fick第二定律,井眼水泥的碳酸化前缘和蚀变前缘分别为14.34和17.38 mm,而根据Elovich方程,经过30年的CO2侵蚀后,它们分别为1.23和2.56 mm。这些结果高于以往研究报告的值。碳化后,井眼水泥的抗压强度下降,与反应7天和14天后的初始抗压强度相比,分别下降了13.7%和22.2%,从14天到56天的抗压强度下降幅度很小。综上所述,该研究表明,在暴露于CO2的水泥外部区域,碳酸盐外壳的完整性可能会逐渐丧失,这增加了井筒水泥损坏的风险。