Constitutive Modelling of Anisotropic Soft Rocks

Description

The requirements for constitutive modelling of HSSR materials are the consideration of inherent and induced anisotropy, a stiffness -stress dependency, non-linearity of the material behaviour and a small-strain stiffness. Within this presentation the limitations of standard anisotropic continuum models are discussed and the comprehensive cross-anisotropic hyperelastic brick model by Marcin Cudny is introduced to the listeners

Period	1 Dec 2020
Event title	Workshop series: Advances in geotechnical engineering: WS 4: Hard soil - soft rock
Event type	Workshop
Location	Oslo, NorwayShow on map
Degree of Recognition	International