2010
DOI: 10.1016/j.tecto.2009.05.016
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Integrating borehole-breakout dimensions, strength criteria, and leak-off test results, to constrain the state of stress across the Chelungpu Fault, Taiwan

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Cited by 44 publications
(15 citation statements)
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“…However, the deterministic methodology applied does not provide a complete solution for both S Hmax and S hmin because the single equation cannot resolve two unknowns. Thus, we have to obtain one of these values from an independent method (e.g., leak-off test) [Haimson et al, 2010;Lee et al, 2013] or identify a potential range for the two horizontal stresses a priori [Chang et al, 2010;Huffman and Saffer, 2016]. To find the magnitudes of both S Hmax and S hmin , we propose a stochastic method using the probability distribution that can be obtained from the breakout width and UCS data sets for a wellbore, as shown in Figure 5.…”
Section: Present-day In Situ Stressmentioning
confidence: 99%
“…However, the deterministic methodology applied does not provide a complete solution for both S Hmax and S hmin because the single equation cannot resolve two unknowns. Thus, we have to obtain one of these values from an independent method (e.g., leak-off test) [Haimson et al, 2010;Lee et al, 2013] or identify a potential range for the two horizontal stresses a priori [Chang et al, 2010;Huffman and Saffer, 2016]. To find the magnitudes of both S Hmax and S hmin , we propose a stochastic method using the probability distribution that can be obtained from the breakout width and UCS data sets for a wellbore, as shown in Figure 5.…”
Section: Present-day In Situ Stressmentioning
confidence: 99%
“…Breakouts can have a length between centimetres up to several hundred metres in the borehole wall. Attempts have been made to estimate stress magnitudes from breakout geometry (Haimson and Herrick 1986;Zoback et al 1986;Vernik et al 1992;Haimson and Lee 1995;Haimson et al 2009). Breakout analysis is quick to use and requires only the measurement of the diametrical changes of the borehole wall to obtain the S h -direction.…”
Section: Classification Of Measurement Techniquesmentioning
confidence: 99%
“…The effective stress acting on the borehole wall varies with the azimuth in a sinuous curve, so called the hoop stress (s qq ). The maximum and minimum hoop stress are described as following by Barton et al [1988], Jaeger et al [2007], and Haimson et al [2010]:…”
Section: Estimation Of the Magnitude Of The Horizontal Principal Stressmentioning
confidence: 99%