Fig. 7. Typical measurement results for steady state CS measurement (Millville silt loam soil at 0.28 kg kg^-1 water content). (a) Stress–strain relation in log-log scale, showing the distinct differentiation of the deformation to elastic and viscous types; (b) elastic range in linear scale; and (c) viscous range in linear stress–strain rate curve (flow curve), and definition of Bingham model