All Days 2002
DOI: 10.2118/78181-ms
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Discrete Element Approach for the Wellbore Instability of Laminated and Fissured Rocks

Abstract: TX 75083-3836, U.S.A., fax 01-972-952-9435. AbstractA laminated and fissured formation around a horizontal borehole is modeled as a combination of intact rock blocks and permeable fractures with a DEM code. The model is used for understanding the mechanism of rock failure problems observed in a shale formation of an offshore field. Different mud weights and stress conditions are applied to the model to simulate the rock failure around deviated holes in laminated and fissured shale.The numerical simulation show… Show more

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Cited by 17 publications
(2 citation statements)
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“…Although this assumption is considered satisfactory for modeling stability of isotropic rocks, it is not valid while drilling through high angle wells (sub-parallel to bedding) through laminated (anisotropic) shale because the bedding layers serve as weak planes that result in strength anisotropy [39][40][41][42][43][44][45][46][47][48][49] . Chenevert (1965) studied the mechanical anisotropies of laminated sedimentary rocks experimentally 39 and determined that the formation compressive strength can vary significantly as the angle between the direction of the axial load and bedding planes vary.…”
Section: Wellbore Stability Modelingmentioning
confidence: 99%
“…Although this assumption is considered satisfactory for modeling stability of isotropic rocks, it is not valid while drilling through high angle wells (sub-parallel to bedding) through laminated (anisotropic) shale because the bedding layers serve as weak planes that result in strength anisotropy [39][40][41][42][43][44][45][46][47][48][49] . Chenevert (1965) studied the mechanical anisotropies of laminated sedimentary rocks experimentally 39 and determined that the formation compressive strength can vary significantly as the angle between the direction of the axial load and bedding planes vary.…”
Section: Wellbore Stability Modelingmentioning
confidence: 99%
“…This mechanism is qualitatively explained using DEM (discrete element method) by authors 5,6 . This mechanism is qualitatively explained using DEM (discrete element method) by authors 5,6 .…”
Section: Optimization Of Mud Weightmentioning
confidence: 99%