“…Second, as underlined by Nooru-Mohamed himself [22], only the displacements along the two loading axes could be acquired, while 3D displacements would be of interest because of the high sensitivity to boundary conditions. In spite of these drawbacks and the fact that only point-wise kine- 45 matic data were available (in addition to the final crack path), the so-called NM tests have become a benchmark for numerous models and numerical implementations [23,24,25,26,27,28,29,30,31,32,33,34,35] since it is one of the few mixed-mode crack propagation experiments (i.e., Refs. [36,37,38,39] are among the few other mixed-mode crack propagation tests on cement-based 50 material).…”