[HTML][HTML] Capturing the transition from diffuse to localised failure in constitutive modelling of partially saturated soils
Localised failures in the form of shear band induce localised deformation and saturation
within partially saturated soils. Inelastic responses mainly take place inside the shear band …
within partially saturated soils. Inelastic responses mainly take place inside the shear band …
[HTML][HTML] Controlling behaviour of constitutive models for rocks using energy dissipations
The behaviour of rocks and other similar geomaterials is governed by different underling
dissipative mechanisms that can be represented by damage and plastic strains in continuum …
dissipative mechanisms that can be represented by damage and plastic strains in continuum …
[HTML][HTML] A rock damage model considering shear failure by modified logistic growth theory
K Chen, R Cudmani, A Peña - Journal of Rock Mechanics and …, 2024 - Elsevier
Localized rock failures, like cracks or shear bands, demand specific attention in modeling for
solids and structures. This is due to the uncertainty of conventional continuum-based …
solids and structures. This is due to the uncertainty of conventional continuum-based …