Influence of Maximum Particle Diameter on the Mechanical Behavior of Soil-Rock Mixtures

Table 1

Grading of S-RMs specimens (unit: %).

Particle diameter d (mm)		Maximum particle diameter (mm)
		20	40	60	80
Coarse particle	60∼80	—	—	—	20.0
	40∼60	—	—	20.0	10.0
	20∼40	—	40.0	20.0	10.0
Fine-grained particle	10∼20	40.0	24.0	24.0	24.0
	5∼10	10.0	6.0	6.0	6.0
	2∼5	20.0	12.0	12.0	12.0
	1∼2	15.0	9.0	9.0	9.0
	0.5∼1	6.0	3.6	3.6	3.6
	0.25∼0.5	4.0	2.4	2.4	2.4
	<0.25	5.0	3.0	3.0	3.0