New Definition of Ultrafine Particles in Mine Paste and Its Relationship with Rheological Properties

Table 2

Rheological test of paste filling material.

Type of aggregate	Aggregate gradation	Mass concentration (%)	Amount of cement added (kg/m^3)	Rheological parameters
Waste rock-desert sand	5 : 5	78, 79, 80, 81, 82, 83, 84	240, 260, 280, 310
	6 : 4
	7 : 3