Liang (1995) conducted strain-controlled torsional triaxial experiments on hollow cylinder of sand to examine the effects of relative density, initial confining pressure and shear strain amplitude.
Liang (1995) conducted strain-controlled torsional triaxial experiments on hollow cylinder of sand to examine the effects of relative density, initial confining pressure and shear strain amplitude.
Also, he examined the effect of static shear, loading pattern and grain size distribution on the liquefaction behavior of granular soils, as well as the energy per unit volume accumulated up to liquefaction.