“…). Consequently, the bsz is believed to accumulate most of the strain/deformation during mass transport and emplacement (Middleton & Hampton et al., ; Ineson, ; Tripsanas et al., ; De Blasio et al., 2004a, 2004b; Dugan, ; Ogata et al., , ; Yamamoto & Sawyer, ; Day‐Stirrat et al., ; Kitamura et al., ; Festa et al., ; Cardona et al., ). The deformation observed in the bsz is not limited to the failed material within the mass flow, but can also progressively extend into the underlying deposits (Ogata et al., ; Valdez Buso et al., ; Sobiesiak et al., ), in a similar manner as a fault damage zone ( sensu Yielding et al., ).…”