In split cube geometries the specific fracture energies of sandstone-m
ortar (14 Nm(-1)) and limestone-mortar (6 Nm(-1)) interfaces were dete
rmined. They are much lower than for bulk mortar (80 Nm(-1)), A damage
type law describes well the development of a process zone around the
interfacial cracks. In finite element calculations the damage law desc
ribes the behaviour of flat interfaces, but needs improvement for curv
ed interfaces.