At large shear strain, shear criteria are often obliterated or become ambiguous. From examination of both natural examples and experimental models we describe a new criterion called ‘rolling structure’, widely represented in sheared rocks. A typical rolling structure is composed of a rigid or competent object (e.g. porphyroclast, boudin, fossil, etc.) with two tails asymmetrically disposed around
... [Show full abstract] it. In most cases tails are of the same material as that of the rotating object, and result from strain softening and grain-size reduction at the object periphery, forming a mantle. Z and S asymmetries of rolling structures represent dextral and sinistral senses of shearing, respectively. Tails must not be confused with pressure shadows which usually present an opposite asymmetry for a given shear sense. Besides the determination of the sense of shear, the occurrence of these structures allows a minimum estimate of the strain intensity in strongly sheared rocks, since rolling structure length is proportional to shear strain.