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用于高温地热井的胶凝复合材料评估

Assessment of Cementitious Composites for High-Temperature Geothermal Wells.

作者信息

Pyatina Tatiana, Sugama Toshifumi, Moghadam Al, Naumann Marcel, Skorpa Ragnhild, Feneuil Blandine, Soustelle Vincent, Godøy Rune

机构信息

Brookhaven National Laboratory, Upton, NY 11973, USA.

TNO Geoscience and Technology, Princetonlaan 6, 3584 CB Utrecht, The Netherlands.

出版信息

Materials (Basel). 2024 Mar 13;17(6):1320. doi: 10.3390/ma17061320.

Abstract

High-temperature (HT) geothermal wells can provide green power 24 hours a day, 7 days a week. Under harsh environmental and operational conditions, the long-term durability requirements of such wells require special cementitious composites for well construction. This paper reports a comprehensive assessment of geothermal cement composites in cyclic pressure function laboratory tests and field exposures in an HT geothermal well (300-350 °C), as well as a numerical model to complement the experimental results. Performances of calcium-aluminate cement (CAC)-based composites and calcium-free cement were compared against the reference ordinary Portland cement (OPC)/silica blend. The stability and degradation of the tested materials were characterized by crystalline composition, thermo-gravimetric and elemental analyses, morphological studies, water-fillable porosity, and mechanical property measurements. All CAC-based formulations outperformed the reference blend both in the function and exposure tests. The reference OPC/silica lost its mechanical properties during the 9-month well exposure through extensive HT carbonation, while the properties of the CAC-based blends improved over that period. The Modified Cam-Clay (MCC) plasticity parameters of several HT cement formulations were extracted from triaxial and Brazilian tests and verified against the experimental results of function cyclic tests. These parameters can be used in well integrity models to predict the field-scale behavior of the cement sheath under geothermal well conditions.

摘要

高温(HT)地热井可以每周7天、每天24小时提供绿色能源。在恶劣的环境和运行条件下,此类地热井的长期耐久性要求在井的建设中使用特殊的胶凝复合材料。本文报告了地热水泥复合材料在循环压力功能实验室测试以及一口高温地热井(300 - 350°C)的现场暴露试验中的综合评估情况,以及一个补充实验结果的数值模型。将基于铝酸钙水泥(CAC)的复合材料和无钙水泥的性能与参考普通硅酸盐水泥(OPC)/硅灰混合物进行了比较。通过晶体组成、热重分析和元素分析、形态学研究、可充水孔隙率以及力学性能测量等手段对测试材料的稳定性和降解情况进行了表征。在功能测试和暴露试验中,所有基于CAC的配方均优于参考混合物。参考OPC/硅灰在9个月的井暴露期间,由于广泛的高温碳化而失去了其力学性能,而基于CAC的混合物在此期间性能有所改善。从三轴试验和巴西试验中提取了几种高温水泥配方的修正剑桥黏土(MCC)塑性参数,并与功能循环试验的实验结果进行了验证。这些参数可用于井完整性模型,以预测地热井条件下水泥环的现场尺度行为。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c13b/10972520/c07513b88d0d/materials-17-01320-g001.jpg

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