Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil

Table 1

Numerical specimen model parameters.

Specimen size (mm)	Initial porosity ratio	Friction coefficient	Moisture content	Dry density (g·cm^-3)	Percentage by volume	Frozen soil particle gradation (mm)
61.8125	0.40	0.5	21.6%	1.76	50.00%	0.5~1
					33.33%	1~2
					16.67%	2~3