Leveraging negative pore pressure to constrain post-injection-induced slip of rock fractures

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zhou Fang, Wei Wu
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Abstract

Negative pore pressure caused by unconventional energy production may offer insights into predicting and mitigating post-injection-induced seismicity. Here we presented triaxial shear experiments on sawcut, filled, and natural fractures under positive, zero, and negative pore pressures. The results show that negative pore pressure leads to an increase in the peak strength of the sawcut and filled fractures while reductions in post-peak stressing rate and fracture permeability, inhibiting unstable slip. Our analysis reveals that both the normalized stressing rates per net vented volume in the laboratory and per net production volume in the field decrease during the early stages of fluid extraction and stabilize at zero with long-term extraction. Notably, negative pore pressure develops as the normalized stressing rates approach zero, indicating its role as an indicator for constraining post-injection-induced slip of rock fractures. These findings align well with the observed correlation between net production volume and seismic activity at the Salton Sea Geothermal Field. Our study suggests that monitoring pore pressure can be an alternative method to predict the risk of post-injection-induced earthquakes, particularly in localized regions with isolated fractures experiencing high production volume and limited fluid replenishment.
利用负孔隙压力抑制注入后引起的岩石裂缝滑移
非常规能源生产引起的负孔隙压力可以为预测和减轻注入后引起的地震活动提供见解。在这里,我们展示了锯切、填充和天然裂缝在正、零和负孔隙压力下的三轴剪切实验。结果表明:负孔隙压力导致锯切充填裂缝的峰值强度增加,峰后应力速率和裂缝渗透率降低,抑制了不稳定滑移;我们的分析表明,在流体萃取的早期阶段,实验室中每净排气体积的归一化应力率和现场的每净产量的归一化应力率都在下降,并在长期萃取中稳定在零。值得注意的是,当归一化应力率接近于零时,负孔隙压力出现,表明其作为约束注入后岩石裂缝滑移的指标。这些发现与观测到的净产量与索尔顿海地热田地震活动之间的相关性很好地吻合。我们的研究表明,监测孔隙压力可以作为预测注后地震风险的一种替代方法,特别是在具有高产量和有限流体补充的孤立裂缝的局部区域。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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