Research Article

Investigation on Crack Coalescence Behaviors for Granite Containing Two Flaws Induced by Cyclic Freeze-Thaw and Uniaxial Deformation in Beizhan Iron Mining, Xinjing, China

Table 5

Fracture degree of the rock bridge area for samples with different approach angles.

F-T cycle

F-T = 00.025770.049550.10706
F-T = 1000.018550.027030.08506