“…However, the experimental evidence suggests that for powders a clear distinction exists between the stress conditions at which the irreversible behavior initiates and those corresponding to failure. Recently, criticalstate models have been applied to describe the yielding of dry cohesive powders (see Tripodi et al [15], Puri et al [11]). These models developed by the Cambridge group (see Roscoe et al [12], Burland and Roscoe [1], Schofield and Wroth [13]) have been originally tailored to describe the behavior of clays and sands in triaxial compression and extension.…”