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A thermo-mechanical model for the catastrophic collapse of large landslides

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A three-dimensionalC1finite element for gradient elasticity

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Clinical, genetic and histopathologic findings in two siblings with muscle-eye-brain disease.

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Computational post failure analysis with a second gradient theory Gradient elastoplasticity

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Continua with microstructure: second-gradient theory. Theory, examples and computational issues

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Dependence of shape on particle size for a crushed rock railway ballast

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Discrete element simulation of railway ballast: modelling cell pressure effects in triaxial tests

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Effect of Sleeper Interventions on Railway Track Performance

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Finite elements for elasticity with microstructure and gradient elasticity

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Influence of Nonassociativity on Localization and Failure in Geomechanics Based on Gradient Elastoplasticity

Influence of thermomechanics in the catastrophic collapse of planar landslides

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Modelling Creeping and Catastrophic Failure of Thermomechanically Driven Landslides

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Modelling and measuring flow and wind turbine wakes in large wind farms offshore

Modelling of Ground-Borne Vibration When the Train Speed Approaches the Critical Speed

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Modelling of localisation and scale effect in thick-walled cylinders with gradient elastoplasticity

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Modelling the effects of trafficking and tamping on scaled railway ballast in triaxial tests

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Numerical investigation of granular interfaces kinematics

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Numerical modelling of railway ballast at the particle scale

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Numerical solution of crack problems in gradient elasticity

Polynomial C1 shape functions on the triangle

Romania needs overseas reviewers

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Scaling relationships for strip fibre–reinforced aggregates

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Stability of perforations near hydraulic fractures

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The Influence of Shear Heating on the Development of Creeping Landslides

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The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity

The effect of boundary conditions, model size and damping models in the finite element modelling of a moving load on a track/ground system

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The influence of soil nonlinear properties on the track/ground vibration induced by trains running on soft ground

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Thermo-poro-mechanical analysis of landslides: from creeping behaviour to catastrophic failure

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Wellbore Stability Analysis: From Linear Elasticity to Postbifurcation Modeling

What causes large submarine landslides on low gradient (<2°) continental slopes with slow (∼0.15 m/kyr) sediment accumulation?

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