1999
DOI: 10.1007/bf02452483
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Stability of boreholes in a geologic medium including the effects of anisotropy

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Cited by 29 publications
(11 citation statements)
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“…Several analytical solutions and modeling results exist that predict the stress distribution and borehole collapse or fracture initiation pressures around deviated boreholes in TVI rocks (Aadnoy 1989;Roegiers 1993, 1996;Gupta and Zaman 1999;Pei 2008). The differences between isotropic and TVI rocks are negligible if the borehole axis is oriented normal to bedding.…”
Section: Introductionmentioning
confidence: 97%
“…Several analytical solutions and modeling results exist that predict the stress distribution and borehole collapse or fracture initiation pressures around deviated boreholes in TVI rocks (Aadnoy 1989;Roegiers 1993, 1996;Gupta and Zaman 1999;Pei 2008). The differences between isotropic and TVI rocks are negligible if the borehole axis is oriented normal to bedding.…”
Section: Introductionmentioning
confidence: 97%
“…Schematic sketch of the inclined borehole and the transversely isotropic formation ʋ stress field around the wellbore is very complicated, so in this paper the author just directly cites the result of previous researchers. According to the work of researchers such as [5][6][7][8], the stress field around the wellbore provided is given as eq.3, and the detail process can be seen in literature ([7].…”
Section: The Stress Field Distribution Around the Wellbore In A Transmentioning
confidence: 99%
“…To determine the proper criteria of the rock failure in shale gas formation, the compressive strength was measured on specimens cored at different angles with respect to the normal of the shale bedding plane under different confining pressures. The suitable failure criteria for laminated formation is the continuously variable cohesion strength criterion developed by McLamore [3][4][5][6][7][8][9][10][11][12][13][14], which is expressed in eq.6. According to the experiment result, the constant parameters in eq.6 can be gained with regression method, and the regression result is: A1 = -18.2, A2 = -15.8, B1 = -9.88, B2 = -7.94, ΅ 1 = 47°, Κ = 33.79°, m = 4, n = 4.…”
Section: řǯȱȱȱȱȱ Of the Transversely Isotropic Formationmentioning
confidence: 99%
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“…The results of that study indicated that rocks would fail along weak planes under certain conditions, which had significant effects on wellbore stability. Following Aadnøy, various researchers proposed new methods to determine wellbore stability by assuming that rocks were transversely isotropic materials with anisotropic strength behaviors (Aadnøy and Chenevert, 1987;Aadnøy, 1988;Ong andRoegiers, 1993, 1996;Ong, 1994;Okland and Cook, 1998;Gupta and Zaman, 1999;Zhang, 2008Zhang, , 2009Chen et al, 2008a,b;Pei, 2008;Al-Bazali et al, 2009;Younessi and Rasouli, 2010;Tan et al, 2010;Jin et al, 2013;Hou et al, 2013;Zhang, 2013). Their works indicated that neglecting the effects of anisotropy could result in incorrect results.…”
Section: Introductionmentioning
confidence: 95%