Research Article

Mechanical Properties of the Shear Failure of Rock Masses with Prefabricated Sinusoidal Fractures

Figure 3

Specimens after marking. (a) Undulation of 5 mm. (b) Undulation of 10 mm. (c) Undulation of 15 mm. (d) Undulation of 20 mm. (e) Undulation of 30 mm.
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(b)
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(e)