“…Generally, basal stress follows either a power-law formulation on the basal ice velocity (a special case being the Weertman (1957) friction law) or a Coulomb friction law (Schoof, 2005) with different power-law coefficients, a friction coefficient and potentially a regularization term. Ice-sheet models thus use friction formulations that can range from linear viscous and regularized Coulomb friction laws, typical of hard bedrock sliding (Larour et al, 2012;Pattyn et al, 2013;Joughin et al, 2019) to Coulomb-plastic deformation, characteristic of ice flow over a soft bedrock with filled cavities (Schoof, 2005(Schoof, , 2006Nowicki et al, 2013). In the simplest cases a constant friction coefficient is prescribed over the whole domain (Golledge et al, 2012), but generally this parameter incorporates the dependency of basal friction on the effective pressure exerted by the ice, as well as on bedrock characteristics by making use of assumed till properties (Winkelmann et al, 2011;Albrecht et al, 2019;Sutter et al, 2019) or basal temperature conditions (Pattyn, 2017;Quiquet et al, 2018).…”