Shear strength of modelled filled rock jointsdoi:10.1016/0148-9062(91)92234-PELSEVIERInternational Journal of Rock Mechanics & Mining ences & Geomechanics Abstracts
Therefore, the value of τbch must lie somewhere between τbB and τbC, and the corresponding depth of erosion must be between zB and zC. For type 1 profiles, the eroded bed strength at the end of the stress step was equal to applied shear stress, τbi. No such equality should be ...