Development of PMC Numerical Model for Soil and Stone Mixture

Table 3

Parameter table of the triaxial compression test model.

Working conditions	E (GPa)	μ	φc (°)	φe (°)	cc (MPa)	ce (MPa)	V0 (MPa)	(MPa)
M-C	10.0	0.33	28.0	—	8.5	—	16.0	28.29
PMC-1	10.0	0.33	28.0	28.0	8.5	8.5	16.0	28.29
PMC-2	10.0	0.33	28.0	33.0	8.5	10.4	16.0	28.29

Note. σ_ci is the uniaxial compressive strength.