Experimental Investigation on Shear Failure Mechanism of Rock Mass with Intermittent Joints

Figure 7

Shear strain evolution of jointed specimens (B-5). (a) Load level of 10%. (b) Load level of 30%. (c) Load level of 50%. (d) Load level of 70%. (e) Load level of 90%. (f) Load level of 100%.

(a)

(b)

(c)

(d)

(e)

(f)