It appears from macro- and microexperiments that the essential respons
e feature beyond the secondary stage of rock salt creep is characteriz
ed by the evolution of localized damage that results in the formation
and propagation of macrocracks. To predict the creep response of rock
salt, a modeling framework with a corresponding integration scheme is
developed based on thermodynamic restrictions. The jump forms of conse
rvation laws ate used to identify the transition from continuous to di
scontinuous failure modes. To obtain a continuum tangent stiffness ten
sor for bifurcation analyses, a simple creep model is formulated from
the modeling framework by combining a viscoplastic part with an implic
itly rate-dependent damage part. Sample problems are considered to ill
ustrate the proposed procedure.