Advances in Civil Engineering / 2020 / Article / Fig 9

Research Article

Crack Initiation Behaviors of Granite Specimens Containing Crossing-Double-Flaws with Different Lengths under Uniaxial Loading

Figure 9

Typical microdisplacement field distributions and of displacement-filed model of granite specimens. (a)  = 30° and  = 30°, (b)  = 30° and  = 45°, (c)  = 45° and  = 30°, (d)  = 45° and  = 60°, and (e) displacement-filed model.
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