2012
DOI: 10.1016/j.petrol.2012.08.010
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A wellbore stability model for formations with anisotropic rock strengths

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Cited by 121 publications
(55 citation statements)
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“…In anisotropic rocks bedding plane slip may have a significant effect on borehole and casing stability (Addis et al 1993;Dusseault et al 2001;Gazaniol et al 1995;Økland and Cook 1998;Russell et al 2003;Skelton et al 1995;Willson et al 1999) and has been estimated previously (e.g., Daemen 1983; Gallant et al 2007;Lee et al 2012;Vernik and Zoback 1990). However, the considerable effect of elastic anisotropy has been ignored so far in these analyses.…”
Section: Introductionmentioning
confidence: 93%
“…In anisotropic rocks bedding plane slip may have a significant effect on borehole and casing stability (Addis et al 1993;Dusseault et al 2001;Gazaniol et al 1995;Økland and Cook 1998;Russell et al 2003;Skelton et al 1995;Willson et al 1999) and has been estimated previously (e.g., Daemen 1983; Gallant et al 2007;Lee et al 2012;Vernik and Zoback 1990). However, the considerable effect of elastic anisotropy has been ignored so far in these analyses.…”
Section: Introductionmentioning
confidence: 93%
“…15. Schematic diagram of the thickness of the shear layers for different β in direct shear tests (the thickness of the shear layer is the distance between the red lines).…”
Section: Theoretical Analysis Of the Anisotropic Shear Strengthmentioning
confidence: 99%
“…It is implemented by projecting borehole stresses onto the surface of the weak plane and obtaining the resultant shear and effective normal stresses. An extensive discussion on the implementation of this criterion is provided by Lee et al 11 The slip failure criterion (MC w ) is given by:…”
Section: Wellbore Stability Analysismentioning
confidence: 99%
“…8 Tien and Kuo 9 discuss the failure of TI rocks is governed by failure of the rock matrix and sliding along the discontinuity of weak bedding planes. Matrix failure coupled with slip failure effect on optimum drilling mud weight for inclined boreholes is discussed in literature, 10,11 but isotropic stress models are used and no timedependent analysis is discussed. Observed anisotropic shear failure around the borehole caused by matrix and slip failures and their effect on estimating in-situ stresses is analyzed by Lee et al 12 However, the authors do not consider anisotropy in mechanical properties, and a homogenous isotropic rock is assumed throughout.…”
Section: Introductionmentioning
confidence: 99%