Unsaturated loess Q2: New method predicts soil behavior under pressure.
The researchers conducted tests on unsaturated undisturbed loess Q2 to understand its strength and deformation properties. They found that the loess Q2 fails in shear with a rupture angle between 55 and 61 degrees. Under low pressure, it expands, while under high pressure, it shrinks. As pressure increases, the stress-strain curves change from perfectly plastic to weak strain softening. A method was suggested to determine the field stress of loess Q2 under triaxial shear conditions. The deviatoric yield stress has a logarithmic relationship with net mean yield stress as pressure increases.