“…These are interpreted as reflecting the slip systems during deformation (e.g., Mainprice et al., 1986; Okudaira et al., 1995; Schmid & Casey, 1986; Simpson & Schmid, 1983). The models summarized in Figure 1 were based on numerical modeling of pure quartz aggregates using the Taylor‐Bishop Hill model (e.g., Lister, 1977; Lister & Hobbs, 1980; Lister & Williams, 1979) and the viscoplastic self‐consistent (VPSC, Lebensohn & Tomé, 1993) model (e.g., Morales et al., 2011; Nie & Shan, 2014; Wenk et al., 1989). Both model methods predicted that the c‐axis girdle is antithetic or normal to the shear zone boundary in the coordinate system used here.…”