Practical application of failure criteria in determining safe mud weight windows in drilling operations

[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 .