Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results

Table 1

Index properties and grain size distribution of the tested soil.

Liquid limit/%	Plastic limit/%	Specific gravity	Optimum water content/%	Grain size distribution/%
				>0.25	0.05–0.25	0.005–0.05	<0.005
26.29	18.24	2.7	13.0	1.22	14.53	65.07	19.18