“…Equi-probable coalescence along X and Y and homogeneous partition of the crack habit planes and twist angles can be explained in the following way. Applying an equi-biaxial loading in the (X, Y) plane is equivalent to applying uni-axial tension along Z, superimposed to a hydrostatic pressure [49,50,56]. The mechanical stress field is therefore exactly the same in every direction parallel to the (X, Y) plane, yielding no preferential crack initiation and linking directions.…”