Study of the Stability of a Soil-Rock Road Cutting Slope in a Permafrost Region of Hulunbuir

Table 2

Required parameters in the ABAQUS numerical model.

Density (kg/m^3)	Water content (%)	Cohesion (kPa)
1968	6.93	2.88
Internal friction angle (°)	Linear expansion coefficient (10^^−6)	Thermal conductivity (W/m × K)
27.35	9.73	0.47
Specific heat capacity (J/(g·°C))	Elastic modulus (GPa)	Compressive strength (GPa)
0.86	6.54	78.93