Fracture Analysis of Compacted Clay Soil Beams with Offset Notches Based on Three-Point Bending Test: Experimental Characterization and Numerical Simulation

Table 2

The D-P constitutive model parameters of the soil mass.

Parameters	Density (kg/m^3)	Young’s modulus (Pa)	Poisson’s ratio	Friction angle (°)	Stress ratio	Dilation angle (°)	Soil moisture (%)
Value	1790	1.14 × 10^6	0.3	12.21	1	0	20.03