A Kinematic Hardening and Elastic Visco-plastic Model of Saturated Cohesive Anisotropic Soils
활용도 Analysis
논문 Analysis
연구자 Analysis
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A Kinematic Hardening and Elastic Visco-plastic Model of Saturated Cohesive Anisotropic Soils' 의 참고문헌
Yielding of clay in states wetter than critical
Time effects on the stress-strain behaviour of natural soft clays
The significance of rate effects in modelling the Sackville test embankment
The effect of strength anisotropy on the behaviour of embankments on soft ground
The constitutive equations for rate-sensitive plastic materials
The analysis of the consolidation process by the isotaches method
Stress-strain-strain rate relationship for the compressibility of sensitive natural clays
Strength anisotropy and time effects of two sensitive clays
Strain-rate effects in Mexico City soil
Strain-rate effect on soil secant shear modulus at small cyclic strains
Strain rate and structuring effects on the compressibility of a young clay
Rotational hardening with and without anisotropic fabric at critical state
Prof. Suklje's Memorial Lecture: The isotache approach. Where are we 50 years after its development by Professor Suklje?
Predicting the long-term performance of a wide embankment on soft soil using an elastic-viscoplastic model
Plastic anisotropy of soft reconstituted clays
Performance of reinforced embankments on rate-sensitive soils under working conditions considering effect of reinforcement viscosity
On yielding of Mexico City clay and other natural clays
Numerical predictions of the behaviour of soft clay with two anisotropic elastoplastic models
Non-linear finite element analysis of solids and structures-Advanced Topics, Vol. 2
Non-linear finite element analysis of solids and structures, Vol. 1
Modelling time-dependent behaviour of Murro test embankment
Modelling the viscoplastic behaviour of clays during consolidation: Application to Berthierville clay in both laboratory and field conditions
Modelling the shear strength of soils in the general stress space
Modelling the rate-sensitive characteristics of the Gloucester foundation soil
Modelling the plastic anisotropy of Lower Cromer Till
Modelling the combined effect of strain rate and temperature on one-dimensional compression of soils
Long-term lateral displacement of geosynthetic-reinforced soil segmental retaining walls
Influence of structure on the time-dependent behaviour of a stiff sedimentary clay
Induced anisotropy and time dependency in clays
In situ and laboratory stress-strain relationships
Importance of strain rate and temperature effects in geotechnical engineering: State of the art
Implicit and explicit integration schemes in the anisotropic bounding surface plasticity model for cyclic behaviours of saturated clay
General formulation of two kinematic hardening constitutive models with a smooth elasto-plastic transition
Fundamental problems in viscoplasticity. In Advances in Applied Mechanics, Vol. 9
From the classical theory of secondary compression to modern creep analysis
Failure criterion for cross-anisotropic soils
Evaluation of time dependent behavior of soils
Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings
Elastic viscoplastic modelling of the time dependent stress-strain behaviour of soils
Elastic visco-plastic modelling of one-dimensional consolidation
Elastic anisotropic viscoplastic modeling of the strain-rate dependent stress-strain behaviour of K0-consolidated natural marine clays in triaxial shear test
Effects of viscous behaviour of geosynthetic reinforcement and foundation soils on the performance of reinforced embankments
Effect of strain rate on the stress-strain behavior of sand
Effect of strain rate and strain softening on the penetration resistance of spudcan foundations on clay
Discussion on 'strain rate behaviour of Saint-jean-Vianney clay' by Vaid et al
Constitutive modeling of kinematic hardening behavior of saturated anisotropic soils
Constitutive equations for normally consolidated clays based on elasto-viscoplasticity
Constitutive approach for rate-sensitive anisotropic structured clay
Comportement tridimensionnel et visqueux des argiles naturelles
Combined effect of fabric, bonding and partial saturation on yielding of soils
Calculated and observed long term performance of Leneghans embankment
Behaviour of reinforced embankments on soft rate sensitive soils
Behaviour and properties of natural soils and soft rocks (Overview paper)
Anisotropic creep model for soft soils
Anatomy of rotational hardening in clay plasticity
An anisotropic elastoplastic model for soft clays
A viscoplastic constitutive approach for structured rate-sensitive natural clay
A time dependent constitutive model for soils with isotach viscosity
A soft soil model that accounts for creep
A new elastic viscoplastic model for time dependent behaviour of normally and over consolidated clays: Theory and verification
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A Kinematic Hardening and Elastic Visco-plastic Model of Saturated Cohesive Anisotropic Soils'
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