Freeze-Thaw Stability Analysis of the High-Ice Content Soil-Rock Cutting Slope: A Case Study in Oroqen Autonomous Banner, North China

Table 1

Physical and mechanical parameters of specimens in the slope.

Density (kg/m^3)	Water content (%)	Cohesion (kPa)
1970	6.95	2.89
Internal friction angle (°)	Linear expansion coefficient (10^-6)	Thermal conductivity ()
27.40	9.72	0.45
Specific heat capacity (J/g·°C)	Elastic modulus (GPa)	Compressive strength (GPa)
0.87	2.49	38.83