Pages that link to "Item:Q2856237"
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The following pages link to Effective stress concept in unsaturated soils: clarification and validation of a unified framework (Q2856237):
Displaying 30 items.
- General quantitative analysis of stress partitioning and boundary conditions in undrained biphasic porous media via a purely macroscopic and purely variational approach (Q332465) (← links)
- Work input for unsaturated elastic porous media (Q442028) (← links)
- The solid phase stress tensor in porous media mechanics and the Hill-Mandel condition (Q835875) (← links)
- Derivation of the work expression and discussion on the effective principle and the phase separation theorem in unsaturated soil (Q954334) (← links)
- On the effective stress in unsaturated porous continua with double porosity (Q985093) (← links)
- Phase-field modeling of fracture in variably saturated porous media (Q1753933) (← links)
- Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils (Q1985489) (← links)
- Modelling stress-induced anisotropy in multi-phase granular soils (Q2033648) (← links)
- Gradient discretization of two-phase flows coupled with mechanical deformation in fractured porous media (Q2047606) (← links)
- Discrete element model for the failure analysis of partially saturated porous media with propagating cracks represented with embedded strong discontinuities (Q2072737) (← links)
- A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media (Q2096845) (← links)
- A phase field framework for capillary-induced fracture in unsaturated porous media: drying-induced vs. hydraulic cracking (Q2175065) (← links)
- A computational periporomechanics model for localized failure in unsaturated porous media (Q2237433) (← links)
- Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils (Q2237475) (← links)
- Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis (Q2295067) (← links)
- A multiscale multi-permeability poroplasticity model linked by recursive homogenizations and deep learning (Q2310917) (← links)
- Critical state plasticity. Part VII: Triggering a shear band in variably saturated porous media (Q2449940) (← links)
- On the capillary stress tensor in wet granular materials (Q2854657) (← links)
- Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (Q2854834) (← links)
- Work and energy equations and the principle of generalized effective stress for unsaturated soils (Q2854886) (← links)
- Study of the soil-atmosphere moisture exchanges through convective drying tests in non-isothermal conditions (Q2854912) (← links)
- Constitutive modeling of unsaturated aggregated soils (Q2854956) (← links)
- ACMEG-TS: a constitutive model for unsaturated soils under non-isothermal conditions (Q2856325) (← links)
- An elastoplastic strainhardening model for soil allowing for hydraulic bonding-debonding effects (Q2856369) (← links)
- Mathematical framework for unsaturated flow in the finite deformation range (Q2952426) (← links)
- Modelling instabilities in triaxial testing on unsaturated soil specimens (Q3084150) (← links)
- (Q4239890) (← links)
- Numerical modelling of a slope stability test by means of porous media mechanics (Q4908051) (← links)
- Phase-field modeling of drying-induced cracks: choice of coupling and study of homogeneous and localized damage (Q6094643) (← links)
- Strain localization in a solid-water-air system with random heterogeneity via stabilized mixed finite elements (Q6557521) (← links)
