Pages that link to "Item:Q3702650"

The following pages link to Dynamic stability analysis of undrained simple shear on water-saturated granular soils (Q3702650):

Displaying 17 items.

• Comment on: ``Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils'' by M. Belkhatir, A. Arab, H. Missoum, T. Schanz (Q554190) (← links)
• Particular aspects of internal length scales in strain localization analysis of multiphase porous materials (Q704503) (← links)
• The thermo-visco-plastic instability analysis of saturated soil (Q872650) (← links)
• Acceleration waves, flutter instabilities and stationary discontinuities in inelastic porous media (Q1196441) (← links)
• Perturbation growth and localization in fluid-saturated inelastic porous media under quasi-static loadings. (Q1415901) (← links)
• The instability analysis of saturated soil under shear load (Q1609296) (← links)
• Undrained static response of loose and medium dense silty sand of Mostaganem (northern Algeria) (Q1637877) (← links)
• Material instabilities of anisotropic saturated multiphase porous media (Q2573947) (← links)
• Finite element analysis of two-phase instability for saturated porous hypoelastic solids under plane strain loadings (Q2721436) (← links)
• A viscoelastic model for the dynamic response of soils to periodical surface water disturbance (Q3160801) (← links)
• Stability and bifurcation of undrained, plane rectilinear deformations on water-saturated granular soils (Q3683678) (← links)
• Material instability for drained and undrained behaviour. Part 1: Shear band generation (Q4015138) (← links)
• Material instability for drained and undrained behaviour. Part 2: Combined uniform deformation and shear-band generation (Q4015139) (← links)
• Shear instability of saturated soil considering the gradients of strain and pore pressure (Q4439389) (← links)
• A review of presentations and discussions of the workshop <i>Computational mechanics of generalized continua and applications to materials with microstructure</i> that was held in Catania 29–31 October 2015 (Q4563199) (← links)
• A two-phase two-layer model for fluidized granular flows with dilatancy effects (Q4976769) (← links)
• Effects of boundary conditions and partial drainage on cyclic simple shear test results—a numerical study (Q5311864) (← links)