Disturbance Evolution Behavior of Loess Soil under Triaxial Compression

Table 1

Physical and mechanical properties of undisturbed loess.

Property	Value
Specific gravity	2.71
Natural moisture content (%)	22
Natural density (g/cm^3)	1.48
Dry density (g/cm^3)	1.2
Void ratio	1.28
Liquid limit (%)	31.3
Plastic limit (%)	18.9
Plasticity index	12.4
Saturated moisture content (%)	46.5
Optimum moisture content (%)	27.2
Maximum dry density (g/cm^3)	1.69
Collapsibility coefficient	0.017