Mechanical Performance and Numerical Simulation of Basalt Fiber Reinforced Concrete (BFRC) Using Double-K Fracture Model and Virtual Crack Closure Technique (VCCT)

Table 6

Coarse aggregate particle gradation.

Aggregate size (mm)	2.36	4.75	9.5	16	19	26	31.5	37.5
Accumulated sieve residue (%)	100	98.9	82.4	54.6	50.2	33.9	11.8	0