2019
DOI: 10.1016/j.ijrmms.2019.03.008
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Stress magnitudes in the Basel enhanced geothermal system

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Cited by 39 publications
(59 citation statements)
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“…The methodology used in Valley and Evans [] has been the standard procedure for stress measurements; their results were much more reasonable than the stress model used in our previous study. Since our approach was based on observational geophysical data, and stress magnitude from borehole analysis is independent from FPSs, we used the stress magnitude estimated by Valley and Evans [].…”
Section: Estimation Of Critical Pore Pressurementioning
confidence: 55%
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“…The methodology used in Valley and Evans [] has been the standard procedure for stress measurements; their results were much more reasonable than the stress model used in our previous study. Since our approach was based on observational geophysical data, and stress magnitude from borehole analysis is independent from FPSs, we used the stress magnitude estimated by Valley and Evans [].…”
Section: Estimation Of Critical Pore Pressurementioning
confidence: 55%
“…The stress magnitudes given by equations (6)-(9) as a function of depth from 2569 to 4992 m are shown in Figure 3a, while those of the stress model used by Mukuhira et al [2013] are also shown. As equation (6) shows, S Hmax has a very low gradient to depth, which is because of a decrease in breakout width with depth [Valley and Evans, 2015]. This causes the stress state to transition from a strike slip to normal faulting regime at around 4800 m, showing consistency with the fact that strike slip and normal faulting FPSs were observed .…”
Section: Stress Informationmentioning
confidence: 67%
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“…In multiplet analysis, the normal vector of a fault plane is estimated using principal component analysis to the locations of cluster members under the assumption that all members of one cluster are associated with the same fault plane. Meanwhile, the following regional stress information at Basel was inferred based on borehole analysis: azimuth of S Hmax = N144°E ± 14°, S Hmax = 0.00104 z + 115, S hmin (minimum horizontal stress) = 0.01990 z − 17.78, S v (vertical stress) = 0.0249 z , and P h = 0.00981 z ( z : depth from the surface (m), P h : hydrostatic pressure (MPa)) [ Valley and Evans , , ]. These estimates indicate that a transition of stress state from a strike slip to a normal fault stress regime occurred at the deeper part of the reservoir.…”
Section: Field Data and Methodologymentioning
confidence: 99%