印度Koyna地震带3公里深科学钻孔水力压裂试验的地应力状态测定:对储层触发地震活动的影响

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Vyasulu V. Akkiraju , Deepjyoti Goswami , Jochem Kueck , Gerd Klee , Brijesh K. Bansal , Sukanta Roy
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引用次数: 0

摘要

了解地应力场对于评估大型水库蓄水的危害至关重要。Koyna地震带是过去六十年来典型的储层触发地震活动(RTS)地点,在3公里深度的科学钻探为研究地应力状态及其对RTS的影响提供了难得的机会。水力压裂(HF)试验在1600米至2400米的结晶基底中进行了9个层位。从压力-时间曲线中提取的破裂压力、再压裂压力和关井压力约束了应力值Shmin和SHmax,而诱导裂缝的方向则由压裂后声学图像确定。结果如下:(1) 1607 ~ 2374 m的应力-深度曲线为:Shmin [MPa] =(22.4±1.7)+(0.019±0.003)× (TVD [m] - 1607);SHmax (MPa) =(44.3±2.8)+(0.036±0.006)×(TVD [m] - 1607), TVD被真正的垂直深度。(2) SHmax的平均方向为N2°E±19°,与应力致井眼破坏和震源机制一致。(3)应力大小证实走滑向正常的过渡性断裂环境和临界应力地壳。(4) Donichawadi断裂剪切应力较低,且缺乏超静水压力的证据,表明断层滑动可能是由富含层状硅酸盐的断层泥等弱矿物引起的。(5)在季风和季风后季节,引起震源深度滑移需要10−14 ~ 10−16 m2量级的体积渗透率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Determination of in-situ stress regime in the Koyna seismic zone, India from hydrofrac tests in a 3 km deep scientific borehole: implications for reservoir triggered seismicity
Knowledge of in-situ stress field is crucial to assess the hazards associated with the impoundment of large water reservoirs. Scientific deep drilling to 3 km depth in the Koyna seismic zone, a classical site of recurrent reservoir triggered seismicity (RTS) over the past six decades, provided a rare opportunity to study the in-situ stress regime and its implications for RTS. Hydraulic fracturing (HF) tests were conducted at 9 levels in the crystalline basement between 1600 m and 2400 m. Breakdown pressures, re-frac pressures and shut-in pressures extracted from the pressure-time curves constrain the stress magnitudes Shmin and SHmax while the orientations of the induced fractures are determined from post-frac acoustic images. The results are as follows. (1) Stress-depth profiles for the depth range 1607–2374 m are given by: Shmin [MPa] = (22.4 ± 1.7) + (0.019 ± 0.003) × (TVD [m] - 1607); SHmax [MPa] = (44.3 ± 2.8) + (0.036 ± 0.006) × (TVD [m] - 1607), TVD being true vertical depth. (2) The mean orientation of SHmax is N2°E±19°, consistent with stress-induced wellbore failures and earthquake focal mechanisms. (3) The stress magnitudes confirm strike-slip to normal transitional faulting environment and a critically stressed crust. (4) Low shear stress along the Donichawadi fault and lack of evidence for supra-hydrostatic pressure imply that fault slip could be induced by weak minerals such as phyllosilicate-rich fault gouge. (5) Bulk permeability of the order of 10−14 to 10−16 m2 is required to induce slip at the hypocentral depths during monsoon and post monsoon seasons.
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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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