Study on the Rock Size Effect of Quasistatic and Dynamic Compression Characteristics

Figure 6

Granite specimens with length-diameter ratios of 0.5∼1 were broken. (a) L = 25 mm. (b) L = 30 mm. (c) L = 35 mm. (d) L = 40 mm. (e) L = 45 mm. (f) L = 50 mm.

(a)

(b)

(c)

(d)

(e)

(f)