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
Vyasulu V. Akkiraju , Deepjyoti Goswami , Jochem Kueck , Gerd Klee , Brijesh K. Bansal , Sukanta Roy
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引用次数: 0
Abstract
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.
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.