Research Article

Experimental Research on Material and Mechanical Properties of Rock-Like Filling Materials in Disaster Prevention of Underground Engineering

Table 2

Optimization scheme of filling material ratio.

Test schemeIndicatorOptimal combination of factor levelsDescription of preferred ratio combination

E1D1A (a), B (A), C (b)Cement content 9%, ash gangue ratio 5 : 2, mass concentration 63%
E2D2A (c), B (b), C (a)Cement content 16%, ash gangue ratio 1 : 1, mass concentration 74%
E3D3A (b), B (c), C (a)Cement content 9%, ash gangue ratio 2 : 5, mass concentration 74%
E4D4A (c), B (c), C (c)Cement content 16%, ash gangue ratio 2 : 5, mass concentration 68%
E5D5A (c), B (c), C (a)Cement content 16%, ash gangue ratio 2 : 5, mass concentration 74%