Table 5 Meso-mechanical parameters of S-RM model under different confining.

From: Experimental study on mechanical properties of S-RM with different rock block proportions in fault zone

Material

Effective modulus

Stiffness ratio

Frictional coefficient

Soil

2.80e6

1.5

0.41

Rock block

1.70e7

1.0

0.45

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