Research Article

Experimental Study on the Ratio of Similar Materials in Weak Surrounding Rock Based on Orthogonal Design

Table 3

Results of extreme difference calculation and analysis.

LevelCohesionInternal friction angle
Standard sandSilt clayStandard sandSilt clay

10.820.7722.2324.5
20.80.9323.324.1
30.79124.623.8
40.761.1625.723.4