Research Article

Mesoscopic Simulation Method for Uniaxial Compression Test of RCC Dam Material Based on DEM

Table 4

Inversion results of mesoscopic parameters of RCC materials at filling time of 8 h.

T (h)kn (N/m)ks (N/m)pb_kn (Pa/m)pb_ks (Pa/m)pb_ten (Pa)pb_coh (Pa)Fitness

81.06E + 064.10E + 054.46E + 061.76E + 061.14E + 042.50E + 033.39E − 10