Microstructural controls on the plastic consolidation of porous brittle solids

Transition Between Mechanical and Geometric Controls in Glacier Crevassing Processes

“…, where c > 0 is the cohesion (or tensile strength) of the undamaged material and ζ > 0 gives the degree of postyield softening. Thus, initially, p c = c, then with accumulating volumetric plastic strain, p c increases toward zero naturally leading to material separation (Blatny et al, 2021(Blatny et al, , 2023Klár et al, 2016;Stomakhin et al, 2013;Wolper et al, 2019Wolper et al, , 2021. For more details on the numerical scheme and the elastoplastic law, please refer Supporting Information S1.…”