Practical application of failure criteria in determining safe mud weight windows in drilling operations
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Vamegh Rasouli | Ali Moradzadeh | Raoof Gholami | Javid Hanachi | A. Moradzadeh | V. Rasouli | R. Gholami | J. Hanachi
[1] Jincai Zhang,et al. Pore pressure prediction from well logs: Methods, modifications, and new approaches , 2011 .
[2] Vamegh Rasouli,et al. The influence of perturbed stresses near faults on drilling strategy: A case study in Blacktip field, North Australia , 2011 .
[3] D. Y. Ding,et al. Coupled simulation of near-wellbore and reservoir models , 2011 .
[4] Ping Cao,et al. Evaluation of rock strength criteria for wellbore stability analysis , 2010 .
[5] M. Cai. Practical Estimates of Tensile Strength and Hoek–Brown Strength Parameter mi of Brittle Rocks , 2010 .
[6] Lianyang Zhang,et al. Stability analysis of vertical boreholes using a three-dimensional hoek-brown strength criterion , 2010 .
[7] Jincai Zhang,et al. Stress, porosity, and failure-dependent compressional and shear velocity ratio and its application to wellbore stability , 2009 .
[8] Nathan Deisman,et al. A method to predict geomechanical properties and model well stability in horizontal boreholes , 2009 .
[9] Pieter A. Vermeer,et al. A Hoek–Brown criterion with intrinsic material strength factorization , 2008 .
[10] Hehua Zhu,et al. Three-Dimensional Hoek-Brown Strength Criterion for Rocks , 2007 .
[11] E. Hoek,et al. A brief history of the development of the Hoek-Brown failure criterion , 2007, Soils and Rocks.
[12] Robert W. Zimmerman,et al. Stability analysis of vertical boreholes using the Mogi–Coulomb failure criterion , 2006 .
[13] William G. Pariseau,et al. Design analysis in rock mechanics , 2006 .
[14] M. Zoback,et al. Empirical relations between rock strength and physical properties in sedimentary rocks , 2006 .
[15] Robert W. Zimmerman,et al. Relation between the Mogi and the Coulomb failure criteria , 2005 .
[16] M. Zoback,et al. Determination of stress orientation and magnitude in deep wells , 2003 .
[17] C. Tan,et al. A study on wellbore stability in fractured rock masses with impact of mud infiltration , 2003 .
[18] J. S. Bell,et al. Practical methods for estimating in situ stresses for borehole stability applications in sedimentary basins , 2003 .
[19] Jean-Claude Roegiers,et al. Dual-porosity poroelastic analyses of wellbore stability , 2003 .
[20] Mark D. Zoback,et al. A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks , 2002 .
[21] John A. Hudson,et al. Engineering Rock Mechanics: An Introduction to the Principles , 2000 .
[22] Russell T. Ewy,et al. WELLBORE-STABILITY PREDICTIONS BY USE OF A MODIFIED LADE CRITERION , 1999 .
[23] E. Hoek,et al. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation , 1998 .
[24] Evert Hoek,et al. Practical estimates of rock mass strength , 1997 .
[25] Bezalel C. Haimson,et al. Polyaxial strength criteria and their use in estimating in situ stress magnitudes from borehole breakout dimensions , 1997 .
[26] Shaohua Zhou,et al. A program to model the initial shape and extent of borehole breakout , 1994 .
[27] F. Sadooni. Stratigraphic Sequence, Microfacies, and Petroleum Prospects of the Yamama Formation, Lower Cretaceous, Southern Iraq , 1993 .
[28] Mark D. Zoback,et al. Estimation of maximum horizontal principal stress magnitude from stress-induced well bore breakouts in the Cajon Pass Scientific Research borehole , 1992 .
[29] J. P. Sarda,et al. Recommendations for Microfracturing Implementations and the Interpretation of Micro- and Pre-Fracturing , 1992 .
[30] E. Fjaer. Petroleum Related Rock Mechanics , 1992 .
[31] B. J. Carter,et al. Fitting strength criteria to intact rock , 1991 .
[32] Mark D. Zoback,et al. Interpretation of hydraulic fracturing pressure-time records using interactive analysis methods , 1989 .
[33] P. D. Bree,et al. Micro/minifrac test procedures and interpretation for in situ stress determination , 1989 .
[34] E. A. Eissa,et al. Relation between static and dynamic Young's moduli of rocks , 1988 .
[35] Bernt S. Aadnøy,et al. STABILITY OF HIGHLY INCLINED BOREHOLES. , 1987 .
[36] Chandrakant S. Desai,et al. A constitutive model and associated testing for soft rock , 1987 .
[37] P. Michelis. True Triaxial Yielding and Hardening of Rock , 1987 .
[38] I. Johnston. Strength of Intact Geomechanical Materials , 1985 .
[39] J. Franklin,et al. SUGGESTED METHODS FOR DETERMINING THE STRENGTH OF ROCK MATERIALS IN TRIAXIAL COMPRESSION: REVISED VERSION , 1983 .
[40] Per Horsrud,et al. Sand Stresses Around a Wellbore , 1982 .
[41] E. T. Brown,et al. Underground excavations in rock , 1980 .
[42] W. B. Bradley. Failure of Inclined Boreholes , 1979 .
[43] R. Lama. Handbook on Mechanical Properties of Rocks , 1978 .
[44] J. M. Duncan,et al. Elastoplastic Stress-Strain Theory for Cohesionless Soil , 1975 .
[45] Z. Bieniawski. Estimating the strength of rock materials , 1974 .
[46] Paul F. Gnirk,et al. The Mechanical Behavior of Uncased Wellbores Situated in Elastic/Plastic Media Under Hydrostatic Stress , 1972 .
[47] John A. Franklin,et al. Triaxial strength of rock materials , 1971 .
[48] Kiyoo Mogi,et al. Fracture and flow of rocks under high triaxial compression , 1971 .
[49] G. A. Wiebols,et al. An energy criterion for the strength of rock in polyaxial compression , 1968 .
[50] Yukitoshi Oka,et al. Determination of the stress in rock unaffected by boreholes or drifts, from measured strains or deformations , 1968 .
[51] C. Fairhurst. Methods of determining in-situ rock stresses at great depths , 1968 .
[52] Kiyoo Mogi,et al. Effect of the intermediate principal stress on rock failure , 1967 .
[53] S. Murrell,et al. The Effect of Triaxial Stress Systems on the Strength of Rocks at Atmospheric Temperatures , 1965 .
[54] G. James,et al. Stratigraphic Nomenclature of Iranian Oil Consortium Agreement Area , 1965 .
[55] Charles Fairhurst,et al. On the validity of the ‘Brazilian’ test for brittle materials , 1964 .
[56] D. W. Hobbs,et al. The Strength and the Stress-Strain Characteristics of Coal in Triaxial Compression , 1964, The Journal of Geology.
[57] D. C. Drucker,et al. Soil mechanics and plastic analysis or limit design , 1952 .
[58] Mingqing You,et al. True-triaxial strength criteria for rock , 2009 .
[59] S. Willson,et al. Development of an Orthotropic 3D Elastoplastic Material Model for Shale , 2002 .
[60] Evert Hoek,et al. HOEK-BROWN FAILURE CRITERION - 2002 EDITION , 2002 .
[61] Kurt Douglas,et al. The shear strength of rock masses , 2002 .
[62] M. A. Addis,et al. A Comparison Of Leak-Off Test And Extended Leak-Off Test Data For Stress Estimation , 1998 .
[63] P. K. Kaiser,et al. Support of underground excavations in hard rock , 1995 .
[64] R. Plumb. Influence of composition and texture on the failure properties of clastic rocks , 1994 .
[65] M. A. Addis,et al. Wellbore Stability: The Effect of Strength Criteria on Mud Weight Recommendations , 1990 .
[66] P. R. Sheorey,et al. An empirical failure criterion for rocks and jointed rock masses , 1989 .
[67] John A. Hudson,et al. A Simplified Three Dimensional Hoek-Brown Yield Criterion , 1988 .
[68] Evert Hoek,et al. The Hoek-Brown failure criterion-a 1988 update , 1988 .
[69] R. F. Mitchell,et al. Borehole Stresses: Plasticity and the Drilled Hole Effect , 1987 .
[70] Yudhbir,et al. An Empirical Failure Criterion For Rock Masses , 1983 .
[71] V. S. Vutukuri,et al. Handbook on Mechanical Properties of Rocks , 1977 .
[72] Y. Hiramatsu,et al. Stress around a shaft or level excavated in ground with a three-dimensional stress state. , 1962 .
[73] H M Westergaard,et al. PLASTIC STATE OF STRESS AROUND A DEEP WELL , 1940 .