Lq. Liang et al., THE USE OF DIGITAL IMAGE-PROCESSING IN MONITORING SHEAR-BAND DEVELOPMENT, ASTM geotechnical testing journal, 20(3), 1997, pp. 324-339
A new technique involving sample preparation, video imaging, and image
analysis has been developed to observe the kinematics of shear bands
when geomaterials are subjected to a general state of combined stress.
The technique provides an effective, low-cost, and non-invasive way t
o monitor the development and measure the deformations inside and outs
ide the shear bands. Its capabilities are demonstrated through a serie
s of drained tests in which thin hollow cylinders of sand are subjecte
d to combinations of hydrostatic, axial, and torsional stresses. It is
shown that the deformation within the shear band is different from th
e global one and the one in its vicinity. For sand specimens with the
same configuration, density, and confining pressure, the initiation, o
rientation, and thickness of shear bands depend on the loading path.