Measurement of Threshold Capillary Pressure Using Data of CO2 Injection under Triaxial Compression Test on Mudstone

Y. Oikawa, T. Takehara, X. Lei, H. Fukazawa, Tsutomu Yamaguchi
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Abstract

Elucidating the sealing capacity of caprock is very important because CO 2 sequestered in deep aquifers can remain there for several hundred years in the CO 2 sequestration. Threshold capillary pressure is a key property affecting sealing capacity, and therefore, the ability to measure the threshold pressure of a target rock conveniently is highly sought after. In this study, data collected during the CO 2 injection process in triaxial compression tests of mudstone supposed to be a caprock were used to measure threshold pressure via the dynamic method. These triaxial tests were conducted to study the mechanical properties of mudstone below depths of 1000 m. The threshold pressure for 23 out of 26 test samples was successfully measured. Measured values ranged from 0.54 to 1.57 MPa, which was within a reasonable range compared to the results reported by three other studies that used similar mudstone specimens. A small amount of shrinkage induced by a pore pressure decrease, which was caused by a threshold pressure, was observed in the experiment. The threshold pressure showed a positive correlation with the shrinkage, implying that this pressure might be estimated from the shrinkage. Thus, a volumetric elastic constant was calculated from the shrinkage assuming that the decrease in mean pore pressure was half of the threshold pressure. The mean volumetric elastic constant was 0.92 GPa, which was about 40% lower than that of the rocks from which the test samples were obtained. These results indicate that the shrinkage value cannot be directly used to estimate the threshold pressure, and that a correction of this shrinkage value is necessary.
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利用泥岩三轴压缩试验CO2注入数据测量毛细阈值压力
由于co2在深层含水层中的封存可以在地下存留数百年,因此阐明盖层的封存能力是非常重要的。阈值毛细压力是影响储层密封能力的关键特性,因此,能够方便地测量目标岩的阈值毛细压力是人们所高度追求的。本研究利用假定为盖层的泥岩三轴压缩试验中co2注入过程采集的数据,通过动态方法测量阈值压力。这些三轴试验是为了研究1000 m以下泥岩的力学特性。26个测试样品中有23个的阈值压力被成功测量。测量值范围为0.54 ~ 1.57 MPa,与使用类似泥岩样本的其他三个研究报告的结果相比,该值在合理范围内。在实验中观察到由阈值压力引起的孔隙压力降低引起的少量收缩。阈值压力与收缩率呈正相关,表明该压力可由收缩率估算。因此,假设平均孔隙压力下降为阈值压力的一半,从收缩计算出体积弹性常数。平均体积弹性常数为0.92 GPa,比取样岩石的体积弹性常数低40%左右。这些结果表明,收缩值不能直接用于估计阈值压力,并且需要对该收缩值进行修正。
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