Soil Compaction by Continuous Deviatoric Stress
1987
ABSTRACT Ahydrostatic compaction model for unsaturated soils was expanded to include continuously increasing deviatoric stress. The expanded compaction model was developed and evaluated using two types of load paths on triaxial test samples from four agricultural soils. The model satisfied the boundary conditions at low and high stress levels and predicted soil bulk density within 4 percent of measured bulk density.
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