Performance characterization of wellbore cement containing different CO2-resisting additives under geologic CO2 storage conditions

Manguang Gan , Theogene Hakuzweyezu , Liwei Zhang , Yan Wang , Qinglong Qin , Kaiyuan Mei , Xiaowei Cheng
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Abstract

CO2 geological utilization and storage (CGUS) is an effective method for reducing greenhouse gas (GHG) emissions and mitigating their global warming effects. Wellbore cement is a crucial component of the CGUS system, but it exhibits chemical instability when exposed to CO2-rich environments, which can lead to potential CO2 leakage from wellbores. Maintaining the integrity of the wellbore cement is essential for preventing CO2 leakage, ensuring the long-term containment of CO2 in subsurface formations, and ensuring the success of CGUS projects. The objective of this study is to evaluate the impact of different CO2-resisting additives on the corrosion depth, compressive strength, and the pore structure of wellbore cement when exposed to CO2-saturated brine under geologic CO2 storage conditions. The mineralogy, microstructure, and morphology of specimens with different additives were analyzed using XRF, XRD, SEM and micro-CT. The results show that the cement containing supercritical CO2-modified Ca-montmorillonite (CM) was more effective in resisting CO2 corrosion than biochar (BC), crystalline admixture (CA), and geopolymer (GP). The corrosion inhibition efficiency, when compared to the reference sample (00-RF), followed the descending order of CM (44.04%), GP (26.17%), and BC (6.49%). Adding CA to the cement not only failed to inhibit corrosion but also increased the carbonation depth within the wellbore cement by 35.78%. The analysis of CM indicates that its reinforcement mechanisms stem from micro calcite-induced carbonate growth and montmorillonite swelling, and the prevention of CO2 infiltration is attributed to the structure of montmorillonite after supercritical CO2 modification. Regarding compressive strength, all samples with different additives exhibited a decline after CO2 corrosion. The sample containing supercritical CO2-modified CM showed the smallest reduction in compressive strength (10.40%) after carbonation while the sample with GP has the highest reduction (54.63%). In summary, compared to the other additives, CO2-modified montmorillonite has the most promising application prospect.
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含有不同二氧化碳抗性添加剂的井筒水泥在二氧化碳地质封存条件下的性能表征
二氧化碳地质利用和封存(CGUS)是减少温室气体(GHG)排放和减轻其全球变暖效应的有效方法。井筒水泥是 CGUS 系统的重要组成部分,但它在富含二氧化碳的环境中会表现出化学不稳定性,从而可能导致二氧化碳从井筒泄漏。保持井筒水泥的完整性对于防止二氧化碳泄漏、确保二氧化碳在地下地层中的长期封存以及确保 CGUS 项目的成功至关重要。本研究的目的是评估在二氧化碳地质封存条件下,不同的抗二氧化碳添加剂在暴露于二氧化碳饱和盐水时对井筒水泥的腐蚀深度、抗压强度和孔隙结构的影响。使用 XRF、XRD、SEM 和显微 CT 分析了含有不同添加剂的试样的矿物学、微观结构和形态。结果表明,与生物炭(BC)、晶体掺合料(CA)和土工聚合物(GP)相比,含有超临界 CO2 改性钙蒙脱石(CM)的水泥能更有效地抵抗 CO2 腐蚀。与参考样品(00-RF)相比,缓蚀效率从高到低依次为 CM(44.04%)、GP(26.17%)和 BC(6.49%)。在水泥中添加 CA 不仅不能抑制腐蚀,还会使井筒水泥的碳化深度增加 35.78%。对CM的分析表明,其强化机理源于微方解石诱导的碳酸盐增长和蒙脱石膨胀,而防止CO2渗透则归因于超临界CO2改性后蒙脱石的结构。在抗压强度方面,所有含有不同添加剂的样品在受到二氧化碳腐蚀后都出现了下降。含有超临界 CO2 改性 CM 的样品在碳化后的抗压强度下降幅度最小(10.40%),而含有 GP 的样品下降幅度最大(54.63%)。总之,与其他添加剂相比,二氧化碳改性蒙脱石的应用前景最为广阔。
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