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A Modification of the Coulomb-Mohr Theory of Fracture
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Theories of Strength
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A fully convex reformulation of the original Matsuoka–Nakai failure criterion and its implicit numerically efficient integration algorithm
- Panteghini, Andrea; Lagioia, Rocco
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International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 38, Issue 6
https://doi.org/10.1002/nag.2228
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September 2013 |
The brittle-ductile transition in porous rock: A review
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Recent developments in the finite element analysis of prestressed concrete reactor vessels
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July 1974 |
Failure of fractured rock
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Simple, Convenient Isotropic Failure Surface
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Strain‐softening of brittle geologic materials
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Advances in strength theories for materials under complex stress state in the 20th Century
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May 2002 |
Smooth Limit Surfaces for Metals, Concrete, and Geotechnical Materials
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September 1989 |
A plastic-fracture model for concrete
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January 1982 |
Accuracy and stability of integration algorithms for elastoplastic constitutive relations
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A Novel Mogi Type True Triaxial Testing Apparatus and Its Use to Obtain Complete Stress–Strain Curves of Hard Rocks
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October 2015 |
Shear strengths of sandstone fractures under true triaxial stresses
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March 2013 |
Shear band formation in Gosford Sandstone
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September 1991 |
Integration in computational plasticity
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January 1988 |
Convexity of Smooth Yield Surface of Frictional Material
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November 1986 |
A Hoek–Brown criterion with intrinsic material strength factorization
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February 2008 |
True-triaxial strength criteria for rock
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January 2009 |
A polyaxial strength model for intact sandstone based on Artificial Neural Network
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May 2017 |
Limiting envelopes of a dry porous limestone under true triaxial stress states
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December 2012 |
Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions
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February 2010 |
Determination of Shear Strength and Three-dimensional Yield Strength for the Hoek-Brown Criterion
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May 2005 |
Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
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January 1977 |
Plane-strain compression of rock-like materials
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September 1996 |
Response of Castlegate sandstone to true triaxial states of stress: CASTLEGATE TRUE TRIAXIAL RESPONSE
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February 2013 |
General Failure Criterion for Isotropic Media
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January 1985 |
Removal of singularities in tresca and mohr–coulomb yield functions
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March 1986 |
Isotropic yield surfaces in three dimensions for use in soil mechanics
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January 1980 |
Failure characteristics of two porous sandstones subjected to true triaxial stresses: POROUS SANDSTONES TRUE TRIAXIAL FAILURE
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September 2016 |
A fluid cushion, multiaxial cell for testing cubical rock specimens
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July 1973 |
On the existence of a unique class of yield and failure criteria comprising Tresca, von Mises, Drucker–Prager, Mohr–Coulomb, Galileo–Rankine, Matsuoka–Nakai and Lade–Duncan
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January 2016 |
Implicit integrations in elastoplastic geotechnics
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April 1997 |
The Effect of Triaxial Stress Systems on the Strength of Rocks at Atmospheric Temperatures
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December 1965 |
The effect of the intermediate principal stress on fault formation and fault angle in siltstone
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November 2010 |
Range of Yield Condition in Ideal Plasticity
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January 1962 |
Paul‐Mohr‐Coulomb failure surface of rock in the brittle regime
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September 2015 |
Hardening in porous chalk from precompaction
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October 2016 |
Nonlinear Unified Strength Criterion for Concrete under Three-Dimensional Stress States
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January 2010 |
A Failure Criterion for Concrete
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August 1977 |
The behavior oof broken rock under triaxial compression
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March 1970 |
Linear failure criteria with three principal stresses
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June 2013 |
A unique description of the failure of a brittle material
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September 1968 |
A constitutive model and associated testing for soft rock
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October 1987 |
Faulting of rocks in three-dimensional strain fields I. Failure of rocks in polyaxial, servo-control experiments
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May 1983 |
Computation of post-bifurcation and post-failure behavior of strain-softening solids
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January 1987 |
Family of Invariant Stress Surfaces
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March 1996 |
Modelling rock strength in three dimensions
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February 1984 |
Relation between the Mogi and the Coulomb failure criteria
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April 2005 |
On the validity of the ‘Brazilian’ test for brittle materials
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October 1964 |
Deformation of Rocks under High Confining Pressures: I. Experiments at Room Temperature
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July 1936 |
A family of smooth yield surfaces
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March 1985 |
Paul-Mohr-Coulomb Failure Criterion for Geomaterials
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February 2018 |
Propagation of a shear band in sandstone
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January 2007 |
Yield criterion and loading function for concrete plasticity
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January 1993 |
Yield criteria for quasibrittle and frictional materials
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June 2004 |
Wellbore-Stability Predictions by Use of a Modified Lade Criterion
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June 1999 |
Developments in triaxial testing technique
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December 1970 |
Failure characteristics of two porous sandstones subjected to true triaxial stresses: Applied through a novel loading path: POROUS SANDSTONES TRUE TRIAXIAL FAILURE
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April 2017 |
Class I vs Class II stability: a demonstration of size effect
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May 1991 |
On the significance of dimensionless failure criteria
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October 1994 |
True triaxial loading apparatus and its application to coal outburst prediction
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June 2004 |
Failure criteria for rocks based on smooth approximations to Mohr–Coulomb and Hoek–Brown failure functions
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December 2012 |
Geological and mathematical framework for failure modes in granular rock
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January 2006 |
A general failure criterion for plain concrete
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January 1987 |
Elastic and inelastic deformation of fluid-saturated rock
- Makhnenko, Roman Y.; Labuz, Joseph F.
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Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, Vol. 374, Issue 2078
https://doi.org/10.1098/rsta.2015.0422
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October 2016 |
A new yield and failure criterion for geomaterials
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March 2008 |
Fracture and flow of rocks under high triaxial compression
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February 1971 |
Elastoplastic Stress-Strain Theory for Cohesionless Soil
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October 1975 |
A true triaxial cell for low and high pressure experiments
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June 1985 |
Three-Dimensional Hoek-Brown Strength Criterion for Rocks
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September 2007 |
A general basis for yield, failure and potential functions in plasticity
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October 1980 |
Stress-Deformation and Strength Characteristics of soil Under Three Different Principal Stresses
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January 1974 |
Soil mechanics and plastic analysis or limit design
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January 1952 |
A program to model the initial shape and extent of borehole breakout
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August 1994 |
Constitutive testing of Red Wildmoor sandstone
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January 2000 |
A multiaxial stress criterion for short- and long-term strength of isotropic rock media
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December 2000 |
Convexity of yield loci for pressure sensitive materials
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January 1988 |
A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite
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January 2000 |
Der Spannungszustand an der Fließgrenze (Plastizitätsbedingung)
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January 1926 |
An energy criterion for the strength of rock in polyaxial compression
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November 1968 |
A three invariant model of failure in true triaxial tests on Castlegate sandstone
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September 2017 |
Generalized pyramidal fracture and yield criteria
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February 1968 |
Lode Dependences for Isotropic Pressure-Sensitive Elastoplastic Materials
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September 1990 |
Geometric softening in triaxial tests on granular material
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December 1982 |
Reducing frictional constraint in compression testing through lubrication
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August 1993 |